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نویسندگان: 

DEVI S. | KUMAR R.

اطلاعات دوره: 
  • سال: 

    2018
  • دوره: 

    10
  • شماره: 

    3
  • صفحات: 

    621-636
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    260
  • دانلود: 

    0
چکیده: 

In this paper, the vibrations of thin plate in MODIFIED COUPLE STRESS thermoelastic medium by using Kirchhoff- Love plate theory has been investigated. The governing equations of motion and heat conduction equation for Lord Shulman (L-S) [1] theory are written with the help of Kirchhoff- Love plate theory. The thermoelastic damping of micro-beam resonators is analyzed by using the normal mode analysis. The solutions for the free vibrations of plates under clamped-simply supported (CS) and clamped-free (CF) conditions are obtained. The analytical expressions for thermoelastic damping of vibration and frequency shift are obtained for COUPLE STRESS generalized thermoelastic and COUPLEd thermoelastic plates. A computer algorithm has been constructed to obtain the numerical results. The thermoelastic damping and frequency shift with varying values of length and thickness are shown graphically in the absence and presence of COUPLE STRESS for (i) clamped-simply supported, (ii) clamped-free boundary conditions. Some particular cases are also presented.

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اطلاعات دوره: 
  • سال: 

    1397
  • دوره: 

    34-3
  • شماره: 

    2
  • صفحات: 

    53-61
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    302
  • دانلود: 

    90
چکیده: 

در این نوشتار ناپایداری کششی و جابه جایی میکروسوئیچ های میکروالکترومکانیک بررسی می شود. یک مدل غیر خطی استاتیکی همراه با در نظر گرفتن اثرات میدان های حاشیه یی و نظریه ی غیر کلاسیک کوپل تنش اصلاحی برای میکروسوئیچ ارائه شده است. این مدل از یک میکروتیر یک سرگیردار تشکیل شده که با یک فاصله ی اولیه نسبت به یک الکترود ثابت قرار گرفته و با اعمال ولتاژ به سمت آن خمیده می شود. معادلات استاتیکی حاکم با استفاده از روش کمینه سازی انرژی پتانسیل استخراج شده و با کمک روش های گلرکین، عددی و اجزاء محدود اقدام به حل معادلات می شود. اثرات پارامترهای مختلف بر ناپایداری استاتیکی میکروسوئیچ بررسی می شود و خطاهای ناشی از در نظر گرفتن مدل خطی یا نظریه های غیر کلاسیک محاسبه می شود. نتایج نشان می دهد که مدل ارائه شده به خوبی قادر به پیش بینی رفتار استاتیکی سازه و محدوده ی ناپایداری استاتیکی است.

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نویسندگان: 

AJRI MASOUD | SEYYED FAKHRABADI MIR MASOUD

اطلاعات دوره: 
  • سال: 

    2018
  • دوره: 

    49
  • شماره: 

    1
  • صفحات: 

    44-53
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    251
  • دانلود: 

    0
چکیده: 

In this paper, a new viscoelastic size-depended model developed based on a MODIFIED COUPLE STRESS theory and the for nonlinear viscoelastic material in order to vibration analysis of a viscoelastic nanoplate. The material of the nanoplate is assumed to obey the Leaderman nonlinear constitutive relation and the von Ká rmá n plate theory is employed to model the system. The viscous parts of the classical and nonclassical STRESS tensors are obtained based on the Leaderman integral and the corresponding work terms are calculated. The viscous work equations are balanced by the terms of size-dependent potential energy, kinetic energy. Then the equations of motion are derived from Hamilton’ s principle. The governing nonlinear integro-differential equations with COUPLEd terms are solved by using the fourth-order Runge-Kutta method and Galerkin approach. The results are validated by carrying out the comparison with existing results in the literature when our model is reduced into an elastic case. In order to explore the vibrational characteristics, the influences of the thickness ratio, relaxation coefficient, and aspect ratio on the frequency and damping ratio were also examined. The results revealed that the frequency, vibration amplitude and damping ratio of viscoelastic nanoplate were significantly influenced by the relaxation coefficient of nanoplate material, and length scale parameter. Also, it was found that with increasing (h/l) the vibration frequency decreases and its amplitude and damping ratio increase.

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نویسندگان: 

KUMAR R. | DEVI SH. | SHARMA V.

اطلاعات دوره: 
  • سال: 

    2017
  • دوره: 

    9
  • شماره: 

    1
  • صفحات: 

    157-171
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    392
  • دانلود: 

    0
چکیده: 

The main aim is to study the two dimensional axisymmetric problem of thick circular plate in MODIFIED COUPLE STRESS theory with heat and mass diffusive sources. The thermoelastic theories with mass diffusion developed by Sherief et al. [1] and kumar and Kansal [2] have been used to investigate the problem. Laplace and Hankel transforms technique is applied to obtain the solutions of the governing equations. The displacements, STRESS components, temperature change and chemical potential are obtained in the transformed domain. Numerical inversion technique has been used to obtain the solutions in the physical domain. Effects of COUPLE STRESS on the resulting quantities are shown graphically. Some particular cases of interest are also deduced.

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بازدید 392

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نویسندگان: 

TADI BENI Y. | KARIMI ZEVERDEJANI M.

اطلاعات دوره: 
  • سال: 

    2015
  • دوره: 

    15
  • شماره: 

    3
  • صفحات: 

    0-0
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    63
  • دانلود: 

    0
کلیدواژه: 
چکیده: 

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بازدید 63

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نویسندگان: 

RAHI ABBAS | Petoft Hamed

اطلاعات دوره: 
  • سال: 

    2018
  • دوره: 

    4
  • شماره: 

    2
  • صفحات: 

    205-222
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    189
  • دانلود: 

    0
چکیده: 

In this article, the size effect on the dynamic behavior of a simply supported multi-cracked microbeam is studied based on MODIFIED COUPLE STRESS Theory (MCST). At first, based on MCST, the equivalent torsional stiffness spring for every open edge crack at its location is calculated; in this regard, the STRESS Intensity Factor (SIF) is also considered for all open edge cracks. Hamilton’ s principle has been used in order to achieve the governing equations of motion of the system and associated boundary conditions are derived based on MCST. Then the natural frequencies of multi-cracked microbeam are analytically determined. After that, the Numerical solutions have been presented for the microbeam with two open edge cracks. Finally, the variation of the first three natural frequencies of the system is investigated versus different values of the depth and the location of two cracks and the material length scale parameter. The obtained results express that the natural frequencies of the system increase by increasing the material length scale parameter and decrease by moving away from the simply supported of the beam and node points, in addition to increasing the number of cracks and cracks depth.

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اطلاعات دوره: 
  • سال: 

    1401
  • دوره: 

    54
  • شماره: 

    2
  • صفحات: 

    357-376
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    57
  • دانلود: 

    12
چکیده: 

اخیراً ثابت شده است علاوه بر ریزسازه های دارای خمیدگی اولیه، میکرو ورق های مسطح تحت فشار نیز می توانند ناپایداری واجهش را تجربه کنند. با توجه به کاربرد های بالقوه ی این میکروصفحات در طراحی سنسور های فوق حساس، هدف این مقاله بررسی رفتار دوپایدار چنین سازه هایی هنگام ترکیب آن ها با یک لایه ی پیزوالکتریک است. بدین منظور از تئوری تنش کوپل بهبود یافته به همراه مدل صفحه ی غیرخطی کیرشهف استفاده می شود. با استفاده از روش گالرکین، معادلات کاهیده شده تعادل و پایداری حاصل می گردند. سپس با حل همزمان این معادلات، نقاط بحرانی مسیر تعادل میکرو ورق تعیین می گردند. یافته های حاضر با نتایج موجود در منابع مقایسه و تأیید می شوند. در ادامه تأثیر تحریک پیزوالکتریک بر پاسخ دوپایدار سیستم بررسی می گردد. نتایج نشان می دهند شکل مسیر تعادل و همچنین تعداد و موقعیت نقاط بحرانی آن با اعمال ولتاژ پیزوالکتریک شدیداً تحت تأثیر قرار می گیرند. مقاله حاضر برخلاف مطالعات پیشین نشان می دهد، اعمال ولتاژ پیزوالکتریک مثبت همواره باعث کاهش آستانه ی ناپایداری کشیدگی سیستم نمی شود و گاهی اوقات تحت تحریک مقادیر بزرگ فشار دیفرانسیلی، می تواند باعث افزایش آن گردد. همچنین نتایج حاکی از آنند که با اعمال ولتاژ پیزوالکتریک مثبت، ناحیه ی واجهش منبسط و با اعمال مقادیر منفی، این ناحیه منقبض می گردد. نتایج حاضر می تواند برای مهندسان صنعت سیستم های میکروالکترومکانیکی بسیار مفید باشد.

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نویسندگان: 

Heidarpour Behzad | Rahi Abbas

اطلاعات دوره: 
  • سال: 

    2022
  • دوره: 

    10
  • شماره: 

    1
  • صفحات: 

    14-20
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    23
  • دانلود: 

    0
چکیده: 

Due to the extensive development and increasing use of microsystems, it is important to predict the behavior of these structures, especially their vibration behavior. In this study, a micro sensor that has been damaged by a crack is investigated. The damaged micro sensor is modeled as a micro beam with a crack. In this modeling, the crack is modeled as a torsion spring. In the modeling, flexoelectric effect, piezoelectric effect, and electric field caused by the applied voltage have been considered. After mathematical modeling, the governing equations have been extracted using Hamilton's principle based on the MODIFIED COUPLE STRESS theory(MCST). The results of the analytical solution of the equations show that increasing the voltage applied to the micro sensor causes the natural frequency to increase and increasing the piezoelectric constant causes the effective stiffness of the micro structure to increase and as a result the natural frequency increases. Also, the results show that changing the flexoelectric constant in the micro sensor does not significantly change the natural frequency of the system.

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اطلاعات دوره: 
  • سال: 

    2021
  • دوره: 

    14
  • شماره: 

    4
  • صفحات: 

    27-36
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    83
  • دانلود: 

    0
چکیده: 

In this paper a N th order nanoplate model is developed for the b ending and buckling analysis of a graphene nanoplate based on a MODIFIED COUPLE STRESS theory. The strain energy, external work and buckling equations are solved Also using Hamilton’ principle, main and auxiliary equations of nano plate are obtained. The bending rates and dimensionless bending values under uniform surface traction and sinusoidal load, the dimensionless critical force under a uni axial surface force in x direction are all obtained for various plate's dimensional ratios and material length scale to thickness ratios. The governing equations are numerically solved. The effect of material length scale, length, width and thickness of the nanoplate on the bending and buckling ratio s are investigated and the results are presented and discussed in details.

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اطلاعات دوره: 
  • سال: 

    2021
  • دوره: 

    14
  • شماره: 

    2
  • صفحات: 

    85-92
تعامل: 
  • استنادات: 

    0
  • بازدید: 

    287
  • دانلود: 

    0
چکیده: 

In this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nano In this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nanoIn this study, the characteristics of rectangular Kirchhoff nano-plate plate plate vibrations are investigated using a MODIFIED COUPLE STRESS theory. 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To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the vibrations are investigated using a MODIFIED COUPLE STRESS theory. To consider the effects of smalleffects of smalleffects of smalleffects of smalleffects of smalleffects of smalleffects of small effects of smalleffects of smalleffects of smalleffects of smalleffects of smalleffects of smalleffects of small-scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) scale, the MODIFIED COUPLE STRESS theory proposed by Young (2002) is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, is used as it has only one length scale parameter. In MODIFIED COUPLE STRESS theory, the s the sthe sthe strain energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, train energy density is a function of the components strain tensor, curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After curvature tensor, STRESS and symmetric part of the COUPLE tensor. After obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation obtaining the strain energy, external work, and kinetic energy equation inserting them in inserting them in inserting them in inserting them in inserting them in inserting them in inserting them in inserting them in inserting them in inserting them in inserting them in inserting them in inserting them in the Hamilton principle, main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nano the Hamilton principle, main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nanothe Hamilton principle, the main and auxiliary equations of nano-plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in plate are obtained. Then, by applying the boundary and force conditions in governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nano governing equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nanogoverning equations, the vibrations of rectangular Kirschhof nano-plate with plate with plate with plate with plate with plate with plate with the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated the thickness are investigated with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method with simple support around. The solution method used in this study is the Navier methodused in this study is the Navier method used in this study is the Navier methodused in this study is the Navier methodused in this study is the Navier method used in this study is the Navier methodused in this study is the Navier method used in this study is the Navier method used in this study is the Navier method used in this study is the Navier methodused in this study is the Navier methodused in this study is the Navier methodused in this study is the Navier methodused in this study is the Navier method used in this study is the Navier method used in this study is the Navier methodused in this study is the Navier methodused in this study is the Navier method used in this study is the Navier methodused in this study is the Navier method used in this study is the Navier methodused in this study is the Navier methodused in this study is the Navier method used in this study is the Navier methodused in this study is the Navier method andandand the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, the effects of material length scale, length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated length and thickness of the nanoplate on vibration are investigated results are presented and discussed in details results are presented and discussed in details results are presented and discussed in details results are presented and discussed in details results are presented and discussed in details results are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in details results are presented and discussed in details results are presented and discussed in detailsresults are presented and discussed in details results are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in details results are presented and discussed in detailsresults are presented and discussed in details results are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in details results are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in detailsresults are presented and discussed in details.

شاخص‌های تعامل:   مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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