RESEARCH ON SECTION CLASSIFICATION OF AUSTENITIC STAINLESS STEEL FLEXURAL MEMBERS; [奥氏体型不锈钢受弯构件截面分类研究] - Details

Author：

Ning, K.-Y. (Ning, K.-Y..) | Yang, L. (Yang, L..) | Zhang, Y. (Zhang, Y..) | Lin, Z.-Q. (Lin, Z.-Q..) | Guo, Y.-Y. (Guo, Y.-Y..)

Indexed by：

EI Scopus

Abstract：

In　order　to　study　the　section　classification　of　stainless　steel　flexural　members,　the　finite　element　(FE)　software　ABAQUS　was　used　to　establish　the　FE　model　of　stainless　steel　welded　I-section　and　box-section　members,　and　the　validity　of　the　FE　models　was　verified　by　the　experimental　results.　Using　the　FE　model,　a　large　number　of　parameter　analyses　were　carried　out,　and　the　rationality　and　applicability　of　the　classification　limit　of　the　width-to-thickness　ratio　of　section　plates　in　European　stainless　steel　code　EN　1993-1-4+A2　and　standard　for　design　of　steel　structures　GB　50017−2017　were　evaluated.　By　considering　the　correlation　of　section　components,　the　paper　proposed　the　section　classification　method,　width-to-thickness　ratio　grade　and　limit　value　of　section　plates　for　austenitic　stainless　steel　flexural　members.　©　2023　Tsinghua　University.　All　rights　reserved.

Keyword：

flexural members finite element research stainless steel width-to-thickness ratio section classification

Author Community：

[ 1 ] [Ning K.-Y.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
[ 2 ] [Yang L.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
[ 3 ] [Zhang Y.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
[ 4 ] [Lin Z.-Q.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
[ 5 ] [Guo Y.-Y.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China

Reprint Author's Address：

Email：

Show more details

Related Keywords：

Structural performance and section classification of austenitic stainless steel welded I-section flexural members
2025，THIN-WALLED STRUCTURES
Research on seismic behavior of stainless steel box-section column; [不锈钢箱形截面柱抗震性能研究]
2020，China Civil Engineering Journal
Simplified Method for Elastic Distortional Buckling Stress of Cold-Formed Thin-Wall Steel Members
2012，2nd International Conference on Civil Engineering, Architecture and Building Materials (CEABM 2012)
Experimental study on hysteretic behavior of stainless steel welded H-section columns
2020，Journal of Building Structures

Source ：

Engineering Mechanics

ISSN： 1000-4750

Year： 2023

Issue： 9

Volume： 40

Page： 98-107

Cited Count：

WoS CC Cited Count： 0

SCOPUS Cited Count： 1

ESI Highly Cited Papers on the List： 0 Unfold All

WanFang Cited Count：

Chinese Cited Count：

30 Days PV： 1

Affiliated Colleges：

建筑工程学院本学院/部未明确归属的数据

Get Fulltext

DOI Library Discovery Baidu Scholar Search SCOPUS

Type
Departments

All Years Choose Year From to