BUCKLING OF FGM THICK-WALLED CYLINDRICAL SHELL SUPPORTED USING THIRD ORDER SHEAR DEFORMATION THEORY UNDER UNIFORM AXIAL AND LATERAL LOADS

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YOUSEFZADEH SHAHROUZ; ISVANDZIBAEI MOHAMMAD REZA; GHEYSARI MAJID

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Journal: Modares Mechanical Engineering Year:2017 | Volume:17 | Issue:7 Page(s): 373-385

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Title

BUCKLING OF FGM THICK-WALLED CYLINDRICAL SHELL SUPPORTED USING THIRD ORDER SHEAR DEFORMATION THEORY UNDER UNIFORM AXIAL AND LATERAL LOADS

Author(s)

YOUSEFZADEH SHAHROUZ | ISVANDZIBAEI MOHAMMAD REZA | GHEYSARI MAJID | Issue Writer Certificate

Keywords

BUCKLINGQ2

FGMQ1

SHELLQ2

RINGQ2

UNIFORM LOADSQ1

Abstract

This research presents a study on mechanical BUCKLING of thick-walled cylindrical SHELL made of functionally graded materials with RING supported under uniform axial and lateral loads. The mechanical properties of SHELL are variable along the thickness direction. First, the governing equations on the BUCKLING of the FGM cylindrical SHELL supported with RING are established based on third-order shear deformation theory. Then, the governing characteristic equations were employed using energy method and by applying the Ritz technique. In the following with solving characteristic equations, the critical load BUCKLING of the FGM thick-walled cylindrical SHELL supported with axial and lateral loads are calculated. The boundary conditions represented by end conditions of the FGM SHELL are the following: clamped-clamped and free-free. To verify the validity of the proposed analytical method the results of this research are compared with the results that came from using the finite element software. Finally, the effects of the different parameters such as thickness variations, boundary conditions, loading conditions and geometrical parameters of SHELL and RING on the BUCKLING behavior of FGM thick-walled cylindrical SHELL are investigated. The results showed that by increasing the FGM volume fraction power in the SHELL structure, the critical BUCKLING load increases and the location of the RING support has a significant effect on the critical BUCKLING load. The results presented can be used as an important benchmark for researchers to validate their numerical and analytical methods.

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APA: Copy

YOUSEFZADEH, SHAHROUZ, ISVANDZIBAEI, MOHAMMAD REZA, & GHEYSARI, MAJID. (2017). BUCKLING OF FGM THICK-WALLED CYLINDRICAL SHELL SUPPORTED USING THIRD ORDER SHEAR DEFORMATION THEORY UNDER UNIFORM AXIAL AND LATERAL LOADS. MODARES MECHANICAL ENGINEERING, 17(7 ), 373-385. SID. https://sid.ir/paper/179355/en

Vancouver: Copy

YOUSEFZADEH SHAHROUZ, ISVANDZIBAEI MOHAMMAD REZA, GHEYSARI MAJID. BUCKLING OF FGM THICK-WALLED CYLINDRICAL SHELL SUPPORTED USING THIRD ORDER SHEAR DEFORMATION THEORY UNDER UNIFORM AXIAL AND LATERAL LOADS. MODARES MECHANICAL ENGINEERING[Internet]. 2017;17(7 ):373-385. Available from: https://sid.ir/paper/179355/en

IEEE: Copy

SHAHROUZ YOUSEFZADEH, MOHAMMAD REZA ISVANDZIBAEI, and MAJID GHEYSARI, “BUCKLING OF FGM THICK-WALLED CYLINDRICAL SHELL SUPPORTED USING THIRD ORDER SHEAR DEFORMATION THEORY UNDER UNIFORM AXIAL AND LATERAL LOADS,” MODARES MECHANICAL ENGINEERING, vol. 17, no. 7 , pp. 373–385, 2017, [Online]. Available: https://sid.ir/paper/179355/en

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