The paper is focused on the numerical evaluation of transversally loaded beams of one symmetric and four asymmetric crosssection shapes susceptible to lateral torsional buckling. Several analytic methods used for evaluation of the beam bending resistance in design software were evaluated. Analytic methods and results are compared to each other and finite element models using shell and solid elements. (C) 2017 The Authors. Published by Elsevier Ltd.
机构:
China Acad Bldg Res, Beijing 100013, Peoples R ChinaChina Acad Bldg Res, Beijing 100013, Peoples R China
Huang, Xiaokun
Cui, Mingzhe
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China Acad Bldg Res, Beijing 100013, Peoples R China
Tsinghua Univ, Beijing 100084, Peoples R ChinaChina Acad Bldg Res, Beijing 100013, Peoples R China
Cui, Mingzhe
Liu, Qiang
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China Acad Bldg Res, Beijing 100013, Peoples R ChinaChina Acad Bldg Res, Beijing 100013, Peoples R China
Liu, Qiang
Nie, Jianguo
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Tsinghua Univ, Beijing 100084, Peoples R ChinaChina Acad Bldg Res, Beijing 100013, Peoples R China