Finite Element Analysis of Loading Capacity of Fillet Weld Connections Fabricated Using Austenitic Grade S30408 Stainless Steel [奥氏体型S30408不锈钢角焊缝连接承载性能有限元分析] - Details

Author：

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

Indexed by：

Scopus PKU CSCD

Abstract：

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.

Keyword：

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

Author Community：

[ 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

Reprint Author's Address：

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

Email：

lyang@bjut.edu.cn

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Source ：

Progress in Steel Building Structures

ISSN： 1671-9379

Year： 2018

Issue： 1

Volume： 20

Page： 39-47 and 72

Cited Count：

WoS CC Cited Count：

SCOPUS Cited Count： 1

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 0

Affiliated Colleges：

信息学部

城市建设学部建筑工程学院

城市建设学部

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