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Information Journal Paper

Title

THE ROLE OF PERIPHERAL MEMBERS IN THE PERFORMANCE OF CURVED SHEAR PANELS

Pages

  21-28

Abstract

 In recent years, we have witnessed a considerable increase in the study of thin flat sheet and various issues related to it. However, comprehensive studies on the formulation of curved plates are rare. Due to the growing use of CURVED PANELS in various fields, in this study, the effects of torsional stiffness, bending stiffness and axial stiffness of the PERIPHERAL MEMBERS on SHEAR BUCKLING and post buckling behavior of curved steel panels were investigated. To do this, ABAQUS software and Riks method were used. The findings revealed that flexural stiffness and axial stiffness do not increase buckling resistance of panels while the torsional stiffness on elastic buckling resistance of panels was found to be effective. The nonlinear behavior of panels is the function of stiffness ratio of PERIPHERAL MEMBERS to stiffness of panels. Stiffness of PERIPHERAL MEMBERS on CAPACITY AFTER BUCKLING and development of principal stresses of panels were not affected.

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  • Cite

    APA: Copy

    PEYROVI, SOHYLA, AMIN YAVARI, SALEH, & MAHDAVI, TAGHI. (2016). THE ROLE OF PERIPHERAL MEMBERS IN THE PERFORMANCE OF CURVED SHEAR PANELS. JOURNAL OF STRUCTURAL ENGINEERING, 12(4 ), 21-28. SID. https://sid.ir/paper/400072/en

    Vancouver: Copy

    PEYROVI SOHYLA, AMIN YAVARI SALEH, MAHDAVI TAGHI. THE ROLE OF PERIPHERAL MEMBERS IN THE PERFORMANCE OF CURVED SHEAR PANELS. JOURNAL OF STRUCTURAL ENGINEERING[Internet]. 2016;12(4 ):21-28. Available from: https://sid.ir/paper/400072/en

    IEEE: Copy

    SOHYLA PEYROVI, SALEH AMIN YAVARI, and TAGHI MAHDAVI, “THE ROLE OF PERIPHERAL MEMBERS IN THE PERFORMANCE OF CURVED SHEAR PANELS,” JOURNAL OF STRUCTURAL ENGINEERING, vol. 12, no. 4 , pp. 21–28, 2016, [Online]. Available: https://sid.ir/paper/400072/en

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