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Cites:

Information Journal Paper

Title

POST-BUCKLING BEHAVIOR OF SECTIONS CONTAINING THICKNESS-TAPERED AND THICKNESS CONSTANT PLATES USING FSM

Pages

  31-43

Abstract

 In this paper, POST-BUCKLING behavior of cold-formed, thin-walled structures containing THICKNESS-TAPERED PLATE with INITIAL IMPERFECTION is investigated. A computer program has been developed using the nonlinear FINITE STRIP Method for post buckling analysis of plates and plate assemblies under compression and bending. Axial and flexural stiffness of lipped channels, Z-shaped and T-shaped sections containing thickness-tapered and thickness constant plates are calculated for different geometries. Stress redistributions of those sections are also determined. Results for stress redistributions show that sectional geometries and applied strains have important effects on stress distributions.

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    APA: Copy

    ARYANPOUR, A., & AZHARI, M.. (2011). POST-BUCKLING BEHAVIOR OF SECTIONS CONTAINING THICKNESS-TAPERED AND THICKNESS CONSTANT PLATES USING FSM. JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL), 30(1), 31-43. SID. https://sid.ir/paper/173615/en

    Vancouver: Copy

    ARYANPOUR A., AZHARI M.. POST-BUCKLING BEHAVIOR OF SECTIONS CONTAINING THICKNESS-TAPERED AND THICKNESS CONSTANT PLATES USING FSM. JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL)[Internet]. 2011;30(1):31-43. Available from: https://sid.ir/paper/173615/en

    IEEE: Copy

    A. ARYANPOUR, and M. AZHARI, “POST-BUCKLING BEHAVIOR OF SECTIONS CONTAINING THICKNESS-TAPERED AND THICKNESS CONSTANT PLATES USING FSM,” JOURNAL OF COMPUTATIONAL METHODS IN ENGINEERING (ESTEGHLAL), vol. 30, no. 1, pp. 31–43, 2011, [Online]. Available: https://sid.ir/paper/173615/en

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