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激光焊接不锈钢H形截面轴压短柱截面承载力研究

冉红东 陈展鹏 贺垚垚 马云美 孙瑶

建筑结构学报2024,Vol.45Issue(2):226-236,11.
建筑结构学报2024,Vol.45Issue(2):226-236,11.DOI:10.14006/j.jzjgxb.2022.0337

激光焊接不锈钢H形截面轴压短柱截面承载力研究

Study on cross-sectional bearing capacity of laser-welded stainless steel H-section stub columns under axial compression

冉红东 1陈展鹏 2贺垚垚 2马云美 3孙瑶4

作者信息

  • 1. 西安建筑科技大学 土木工程学院,陕西西安 710055||西安建筑科技大学 结构工程与抗震教育部重点实验室,陕西西安 710055
  • 2. 西安建筑科技大学 土木工程学院,陕西西安 710055
  • 3. 中国建筑西北设计研究院有限公司,陕西西安 710018
  • 4. 西交利物浦大学 土木工程系,江苏苏州 215123
  • 折叠

摘要

Abstract

In order to study the cross-sectional bearing capacity of laser-welded austenitic stainless steel H-section members under axial compression,nine laser-welded stainless steel H-section stub columns were axially loaded,and the cross-sectional bearing capacity of stub columns with stocky and slender sections and the local stability performance of the constituent plates were analyzed.The test results indicate that there is a significant strain hardening stage in the stub columns with stocky sections,and the cross-sectional ultimate bearing capacity is higher than cross-sectional yield bearing capacity.However,due to local buckling of the constituent plates,the cross-sectional ultimate bearing capacity of the stub columns with slender sections is lower than the cross-sectional yield bearing capacity.ABAQUS was used to establish a stub column model,whose applicability was verified by test results,and parametric analysis was carried out to study the influence of local geometric initial imperfections and welding residual stress on the stub column cross-sectional bearing capacity.Based on the test data and FE results,the local stability loading capacity calculation formula in Chinese code CECS 410:2015'Technical specification for stainless steel structures'was evaluated,and the results show that the current code is generally conservative.Through the introduction of strain hardening influence coefficient and the effective width reduction coefficient,the calculation formula in current code was revised.The revised design formula can accurately predict the cross-sectional bearing capacity of welded stainless steel H-section axial compressive members.

关键词

不锈钢短柱/激光焊接/静力试验/有限元分析/局部稳定/截面承载力/应变硬化

Key words

stainless steel stub column/laser welding/static test/FEA/local stability/cross-sectional bearing capacity/strain hardening

分类

建筑与水利

引用本文复制引用

冉红东,陈展鹏,贺垚垚,马云美,孙瑶..激光焊接不锈钢H形截面轴压短柱截面承载力研究[J].建筑结构学报,2024,45(2):226-236,11.

基金项目

陕西省自然科学基金面上项目(2018JM5123). (2018JM5123)

建筑结构学报

OA北大核心CSTPCD

1000-6869

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