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Information Journal Paper

Title

PARAMETRIC ANALYSIS OF NONLINEAR BEHAVIOR OF TUBULAR MEMBERS UNDER LATERAL DYNAMIC LOADS

Pages

  55-63

Abstract

 Non-linear behavior of TUBULAR MEMBERS with axial pre-load is studied against dynamic lateral impact.Nonlinear behavior of these members would be dut to material non-linearity (NLM) or geometric nonlinearity (NLG). Study of the curves of load displacement of arbitrary tubular member by analytical solutions indicates that changes in parameters such as pipe thickness, magnitude of axial pre-loading, and end conditions of the member under study has significant affect on their RESIDUAL STRENGTH subject to application of dynamic lateral impact. Based on this analysis, a reliable method for calculation of RESIDUAL STRENGTH of tubular member is proposed. The results of the comparison between the two methods using quasi-static and dynamic analyses are shown in a diagram. In addition, to measure the reliability of the model it has been validated using available test results from the literatures.

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    APA: Copy

    BAHAARI, MOHAMMAD REZA, & MEHDIZADEH RAHIMI, BABAK. (2009). PARAMETRIC ANALYSIS OF NONLINEAR BEHAVIOR OF TUBULAR MEMBERS UNDER LATERAL DYNAMIC LOADS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 41(1), 55-63. SID. https://sid.ir/paper/165653/en

    Vancouver: Copy

    BAHAARI MOHAMMAD REZA, MEHDIZADEH RAHIMI BABAK. PARAMETRIC ANALYSIS OF NONLINEAR BEHAVIOR OF TUBULAR MEMBERS UNDER LATERAL DYNAMIC LOADS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2009;41(1):55-63. Available from: https://sid.ir/paper/165653/en

    IEEE: Copy

    MOHAMMAD REZA BAHAARI, and BABAK MEHDIZADEH RAHIMI, “PARAMETRIC ANALYSIS OF NONLINEAR BEHAVIOR OF TUBULAR MEMBERS UNDER LATERAL DYNAMIC LOADS,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 41, no. 1, pp. 55–63, 2009, [Online]. Available: https://sid.ir/paper/165653/en

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