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腹板开孔冷弯薄壁槽钢偏压构件畸变屈曲试验与设计方法

郭彦利 赖福友 崔凯歌 朱丹妮 姚行友

烟台大学学报(自然科学与工程版)2026,Vol.39Issue(2):215-225,11.
烟台大学学报(自然科学与工程版)2026,Vol.39Issue(2):215-225,11.DOI:10.13951/j.cnki.37-1213/n.250503

腹板开孔冷弯薄壁槽钢偏压构件畸变屈曲试验与设计方法

Distortion Buckling Performance of Cold-Formed Thin-Walled Channel Steel Members with Web Openings under Eccentric Compression

郭彦利 1赖福友 2崔凯歌 2朱丹妮 1姚行友3

作者信息

  • 1. 江西水利电力大学土木与建筑工程学院,江西 南昌 330099
  • 2. 江西水利电力大学瑶湖学院,江西 南昌 330099
  • 3. 江西水利电力大学土木与建筑工程学院,江西 南昌 330099||江西水利电力大学水利水电工程结构安全江西省重点实验室,江西 南昌 330099
  • 折叠

摘要

Abstract

To investigate the distortional buckling performance and design methods for the bearing capacity of cold-formed thin-walled channel steel members with web openings under eccentric compression,this study analyzes the failure mechanisms and bearing capacities of members with different opening shapes,slenderness ratios,and eccen-tricity ratios through combined testing and finite element simulation.Eccentric compression tests revealed that web openings significantly reduce the member's ultimate bearing capacity,with rectangular holes causing a more pronounced reduction than circular holes.Short columns primarily failed through distortional buckling,while long columns exhibited a coupled failure mode of distortion and global buckling.A numerical model developed using the finite element software ABAQUS showed good agreement with the experimental results,verifying the reliability of the finite element method.Further finite element analysis demonstrated that the ultimate bearing capacity decreases with increasing eccentricity.Furthermore,larger width-thickness ratios and hole-height ratios resulted in lower ultimate bearing capacities.Finally,a comparison of the ultimate bearing capacities from tests,finite element anal-ysis,and the direct strength method calculation showed that the direct strength method provides a safe estimate for the buckling capacity of such members.Therefore,it can be reliably used to calculate the distortional buckling bearing capacity of cold-formed thin-walled channel steel members with web openings.

关键词

腹板开孔/冷弯薄壁槽钢/偏压构件/畸变屈曲/直接强度法

Key words

web opening/cold-formed thin-walled channel steel/eccentric compression/distortional buckling/direct strength method

分类

建筑与水利

引用本文复制引用

郭彦利,赖福友,崔凯歌,朱丹妮,姚行友..腹板开孔冷弯薄壁槽钢偏压构件畸变屈曲试验与设计方法[J].烟台大学学报(自然科学与工程版),2026,39(2):215-225,11.

基金项目

江西省自然科学基金资助项目(20252BAC240361,20242BAB26074). (20252BAC240361,20242BAB26074)

烟台大学学报(自然科学与工程版)

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