RESPONSE DETERMINATION OF A BEAM WITH MODERATELY LARGE DEFLECTION UNDER TRANSVERSE DYNAMIC LOAD USING FIRST ORDER SHEAR DEFORMATION THEORY

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

SOHANI F.; EIPAKCHI H.R.

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

Journal Paper

Paper Information

Journal: JOURNAL OF SOLID MECHANICS Year:2013 | Volume:5 | Issue:4 Page(s): 391-401

Download Full-Text

View:

296

Download:

106

Cites:

Information Journal Paper

Title

RESPONSE DETERMINATION OF A BEAM WITH MODERATELY LARGE DEFLECTION UNDER TRANSVERSE DYNAMIC LOAD USING FIRST ORDER SHEAR DEFORMATION THEORY

Author(s)

SOHANI F. | EIPAKCHI H.R. | Issue Writer Certificate

Keywords

FIRST-ORDER SHEAR DEFORMATION THEORY

RESPONSE DETERMINATION

PERTURBATION TECHNIQUE

EIGEN FUNCTION EXPANSION

MODERATELY LARGE DEFLECTION

Abstract

In the presented paper, the governing equations of a vibratory beam with MODERATELY LARGE DEFLECTION are derived using the first order shear deformation theory. The beam is homogenous, isotropic and it is subjected to the dynamic transverse and axial loads. The kinematic of the problem is according to the Von-Karman strain-displacement relations and the Hook's law is used as the constitutive equation. These equations which are a system of nonlinear partial differential equations with constant coefficients are derived by using the Hamilton’s principle. The EIGEN FUNCTION EXPANSION method and the PERTURBATION TECHNIQUE are applied to obtain the response. The results are compared with the finite elements method.

Cites

No record.

References

No record.

Cite

APA: Copy

SOHANI, F., & EIPAKCHI, H.R.. (2013). RESPONSE DETERMINATION OF A BEAM WITH MODERATELY LARGE DEFLECTION UNDER TRANSVERSE DYNAMIC LOAD USING FIRST ORDER SHEAR DEFORMATION THEORY. JOURNAL OF SOLID MECHANICS, 5(4), 391-401. SID. https://sid.ir/paper/319329/en

Vancouver: Copy

SOHANI F., EIPAKCHI H.R.. RESPONSE DETERMINATION OF A BEAM WITH MODERATELY LARGE DEFLECTION UNDER TRANSVERSE DYNAMIC LOAD USING FIRST ORDER SHEAR DEFORMATION THEORY. JOURNAL OF SOLID MECHANICS[Internet]. 2013;5(4):391-401. Available from: https://sid.ir/paper/319329/en

IEEE: Copy

F. SOHANI, and H.R. EIPAKCHI, “RESPONSE DETERMINATION OF A BEAM WITH MODERATELY LARGE DEFLECTION UNDER TRANSVERSE DYNAMIC LOAD USING FIRST ORDER SHEAR DEFORMATION THEORY,” JOURNAL OF SOLID MECHANICS, vol. 5, no. 4, pp. 391–401, 2013, [Online]. Available: https://sid.ir/paper/319329/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops