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不锈钢复合钢H形截面钢梁受剪承载性能

李巍娜 宋玉峰 江明思

建筑钢结构进展2024,Vol.26Issue(8):28-39,12.
建筑钢结构进展2024,Vol.26Issue(8):28-39,12.DOI:10.13969/j.cnki.cn31-1893.2024.08.004

不锈钢复合钢H形截面钢梁受剪承载性能

Shear Performance of Stainless-Clad Bimetallic Steel H-section Beams

李巍娜 1宋玉峰 2江明思3

作者信息

  • 1. 广西建设职业技术学院 土木工程学院,南宁 530007
  • 2. 广西环保产业投资集团有限公司,南宁 530007
  • 3. 重庆大学 土木工程学院,重庆 400045
  • 折叠

摘要

Abstract

Based on the constitutive model of bimetallic steel,the effects of cladding ratio β on the stress-strain properties of the stainless-clad bimetallic steel(SBS)was clarified.The accuracy of the numerical method was verified through the bearing curve and failure mode of the experimental results.A parametric study including 300 numerical models was conducted,in which the parameters were β,aspect ratio of web a/hw and height to thickness ratio of web hw/tw.The effect of parameters on the shear bearing curve and ultimate bearing capacity of SBS H-section beams was systematically analyzed.The research results indicate that with increase in β,the yield plateau in the stress-strain curve of SBS increases,it gradually disappears,and the stress-strain performance of SBS gradually transforms from carbon steel to stainless steel.When β is relatively small,there is an obvious yield plateau in the stress-strain curve of SBS,which weakens the beneficial effect of strain hardening of SBS on the shear performance of H-section steel beams.With increase in β,the nonlinear strain hardening gradually strengthens.This leads to an improvement in the ductile performance and a gradual decrease in the strength performance of H-section steel beams.After verification,the current European design formulas for predicting the shear ultimate bearing capacity of SBS H-section beams are too conservative.Based on the results of parameter analysis,the predictive method including effects of β was proposed for the contribution from web.The research conclusion is helpful for promoting the engineering application of SBS.

关键词

不锈钢复合钢/复合比/H形截面钢梁/受剪承载性能/设计方法

Key words

stainless-clad bimetallic steel/cladding ratio/H-section steel beam/shear performance/design method

分类

建筑与水利

引用本文复制引用

李巍娜,宋玉峰,江明思..不锈钢复合钢H形截面钢梁受剪承载性能[J].建筑钢结构进展,2024,26(8):28-39,12.

基金项目

重庆市博士后特别资助项目(XmT20200011),2024年度广西职业教育教学改革研究重点项目(GXGZJG2024A011) (XmT20200011)

建筑钢结构进展

OA北大核心CSTPCD

1671-9379

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