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作者:

Zhang, Y. (Zhang, Y..) (学者:张勇) | Yang, L. (Yang, L..) (学者:杨璐) | Zhao, M. (Zhao, M..) (学者:赵密) | Wei, X. (Wei, X..) | Zhou, Y. (Zhou, Y..)

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摘要:

Based on the constitutive relationship of stainless steel and its corresponding weld metals obtained by material tests,nonlinear finite element analysis on the loading capacity of stainless steel weld connections fabricated using austenitic S30408 are conducted using ANSYS finite element software.The comparison between simulation results and test data of transverse and longitudinal fillet is made,and the finite element model is validated based on test data.Then the parametric analyses are carried on the factors which influence the bearing capacity of stainless steel weld connections through the validated FE model.The results of finite element simulation of fillet weld connections are compared with design value calculated following European steel structures specification (EN 1993-1-4),American stainless steel code (SEI/ASCE 8-02),and Technical Specification for Stainless Steel Structures (CECS 410:2015) respectively.The ratios of simulated values to design values are obtained,and this provides reference for the improvement and wide application of stainless steel design specification. © 2018, Progress in Steel Buiding Structures All right reserved.

关键词:

Finite element analysis; Loading capacity; Stainless steel; Tensile test; Weld metal

作者机构:

  • [ 1 ] [Zhang, Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Yang, L.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Zhao, M.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Wei, X.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Zhou, Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China

通讯作者信息:

  • 杨璐

    [Yang, L.]College of Architecture and Civil Engineering, Beijing University of TechnologyChina

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来源 :

Progress in Steel Building Structures

ISSN: 1671-9379

年份: 2018

期: 1

卷: 20

页码: 39-47 and 72

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SCOPUS被引频次: 1

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