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    Elastoplastic Analysis and Ductility Evaluation of Steel Tubular Columns Subjected to Cyclic Loading

    New search for: Mamaghani, Iraj H. P.
    New search for: Khavanin, Mohammad
    New search for: Erdogan, Ersoz
    New search for: Falken, Luke

    This paper deals with the elastoplastic analysis and ductility evaluation of steel tubular columns subjected to cyclic loading. The basic characteristics of steel tubular columns are noted. The results of finite element analyses on cyclic elastoplastic behavior of steel tubular columns are presented. For comparison purposes, in the analysis three material models; kinematic hardening, isotropic hardening, and elastic perfectly plastic models are employed for material nonlinearity to trace the inelastic cyclic behavior of steel. A method for evaluating ductility capacity of tubular columns is presented. The application of the method is demonstrated by comparing the computed strength and ductility of some cantilever columns with the test results.

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    Elastoplastic Analysis and Ductility Evaluation of Steel Tubular Columns Subjected to Cyclic Loading

    New search for: Mamaghani, Iraj H. P.
    New search for: Khavanin, Mohammad
    New search for: Erdogan, Ersoz
    New search for: Falken, Luke

    This paper deals with the elastoplastic analysis and ductility evaluation of steel tubular columns subjected to cyclic loading. The basic characteristics of steel tubular columns are noted. The results of finite element analyses on cyclic elastoplastic behavior of steel tubular columns are presented. For comparison purposes, in the analysis three material models; kinematic hardening, isotropic hardening, and elastic perfectly plastic models are employed for material nonlinearity to trace the inelastic cyclic behavior of steel. A method for evaluating ductility capacity of tubular columns is presented. The application of the method is demonstrated by comparing the computed strength and ductility of some cantilever columns with the test results.

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Elastoplastic Analysis and Ductility Evaluation of Steel Tubular Columns Subjected to Cyclic Loading

    New search for: Mamaghani, Iraj H. P.
    New search for: Khavanin, Mohammad
    New search for: Erdogan, Ersoz
    New search for: Falken, Luke

    This paper deals with the elastoplastic analysis and ductility evaluation of steel tubular columns subjected to cyclic loading. The basic characteristics of steel tubular columns are noted. The results of finite element analyses on cyclic elastoplastic behavior of steel tubular columns are presented. For comparison purposes, in the analysis three material models; kinematic hardening, isotropic hardening, and elastic perfectly plastic models are employed for material nonlinearity to trace the inelastic cyclic behavior of steel. A method for evaluating ductility capacity of tubular columns is presented. The application of the method is demonstrated by comparing the computed strength and ductility of some cantilever columns with the test results.

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    Title:

    Elastoplastic Analysis and Ductility Evaluation of Steel Tubular Columns Subjected to Cyclic Loading

    Contributors:

    Mamaghani, Iraj H. P. (author) / Khavanin, Mohammad (author) / Erdogan, Ersoz (author) / Falken, Luke (author)

    Conference:

    Structures Congress 2008 ; 2008 ; Vancouver, British Columbia, Canada

    Published in:

    Structures Congress 2008 ; 1-12

    Publication date:

    2008-10-14

    ISBN:

    9780784410165

    DOI:

    https://doi.org/10.1061/41016(314)298

    Type of media:

    Conference paper

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Structural engineering , Elastoplasticity , Cyclic loads , Ductility , Standards and codes , Structural design , Steel columns

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