BUCKLING OF CRACKED PANELS UNDER AXIAL COMPRESSIVE AND TENSILE LOADING

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SEIFI R.; FARROKHI M.

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

Journal Paper

Paper Information

Journal: JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL) Year:2015 | Volume:34 | Issue:1 Page(s): 155-164

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Information Journal Paper

Title

BUCKLING OF CRACKED PANELS UNDER AXIAL COMPRESSIVE AND TENSILE LOADING

Author(s)

SEIFI R. | FARROKHI M. | Issue Writer Certificate

Keywords

BUCKLINGQ2

TENSILE AND COMPRESSIVE LOADSQ2

PANELQ3

CRACKQ2

Abstract

BUCKLING under compression is a common phenomenon for thin-walled structures. Under certain conditions, they can also buckle locally under tensile loads. In this paper, the BUCKLING of CRACKed PANELs is investigated. Effects of some parameters such as the length and orientation of CRACK, length, width and thickness of the PANEL and boundary conditions on the compressive and tensile BUCKLING loads are determined. The results show that the dimensions of PANELs have the least and characteristics of CRACK have the most effect on the BUCKLING.

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APA: Copy

SEIFI, R., & FARROKHI, M.. (2015). BUCKLING OF CRACKED PANELS UNDER AXIAL COMPRESSIVE AND TENSILE LOADING. JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL), 34(1), 155-164. SID. https://sid.ir/paper/173586/en

Vancouver: Copy

SEIFI R., FARROKHI M.. BUCKLING OF CRACKED PANELS UNDER AXIAL COMPRESSIVE AND TENSILE LOADING. JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL)[Internet]. 2015;34(1):155-164. Available from: https://sid.ir/paper/173586/en

IEEE: Copy

R. SEIFI, and M. FARROKHI, “BUCKLING OF CRACKED PANELS UNDER AXIAL COMPRESSIVE AND TENSILE LOADING,” JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL), vol. 34, no. 1, pp. 155–164, 2015, [Online]. Available: https://sid.ir/paper/173586/en

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