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不锈钢槽式预埋组件受剪性能研究

郑勇 张浩 袁森 蔡远征 苏明周 孙艳文

建筑钢结构进展2024,Vol.26Issue(4):88-100,13.
建筑钢结构进展2024,Vol.26Issue(4):88-100,13.DOI:10.13969/j.cnki.cn31-1893.2024.04.010

不锈钢槽式预埋组件受剪性能研究

Shear Behavior of Stainless Steel Anchor Channel Assemblies

郑勇 1张浩 2袁森 1蔡远征 1苏明周 2孙艳文3

作者信息

  • 1. 西安建筑科技大学土木工程学院,西安 710055
  • 2. 西安建筑科技大学土木工程学院,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,西安 710055
  • 3. 中国建筑标准设计研究院有限公司,北京 100048
  • 折叠

摘要

Abstract

To study the failure mode and bearing performance of stainless steel anchor channel assemblies under shear force,shear tests on three groups of nine stainless steel anchor channel assemblies with concrete substrate were completed.The test results show that the failure mode under parallel shear conditions is teeth occlusal shear failure,and the failure mode under perpendicular shear conditions is concrete edge failure and channel edge flexural failure.Based on the experiment,a finite element analysis model was established by ABAQUS software,and the accuracy of the model was verified.The influence of parameters such as teeth size,concrete strength,edge distance,anchor centerline spacing and effective embedded depth of the anchor channel on the ultimate load capacity was investigated by numerical analysis.The results show that under parallel shear conditions,the increase in the number of teeth,width and thickness of the serrated channel can improve the ultimate load capacity,while the height of the teeth has less influence on the ultimate load capacity;under perpendicular shear conditions,the increase in the concrete strength and edge distance of the serrated and dovetail channel can improve the ultimate load capacity,while the increase in the anchor centerline spacing reduces the ultimate load capacity,and the effective depth of the anchor channel has less effect on the ultimate load capacity.The shear bearing capacity calculation formulae for different failure modes are given,and the accuracy of the formulae is verified by comparing the formulae results with the test results and the finite element simulation results.

关键词

不锈钢/槽式预埋组件/平行受剪/垂直受剪/破坏模式/承载力

Key words

stainless steel/anchor channel assembly/parallel shear/perpendicular shear/failure mode/bearing capacity

分类

建筑与水利

引用本文复制引用

郑勇,张浩,袁森,蔡远征,苏明周,孙艳文..不锈钢槽式预埋组件受剪性能研究[J].建筑钢结构进展,2024,26(4):88-100,13.

基金项目

上海睿中实业股份公司项目(20210367) (20210367)

建筑钢结构进展

OA北大核心CSTPCD

1671-9379

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