锈蚀脚手架钢管轴压稳定性试验研究

胡晓鹏; 仲帅; 彭刚; 范永风

doi:10.11835/j.issn.2096-6717.2021.013

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锈蚀脚手架钢管轴压稳定性试验研究

土木工程 | 更新时间：2022-11-07

- 锈蚀脚手架钢管轴压稳定性试验研究
- Experimental study of axial compression stability of corroded steel tube in scaffold
- 土木与环境工程学报 2022年44卷第6期页码：136-143
- 作者机构：
  
  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，结构工程与抗震教育部重点实验室，西安 710055
  3.甘肃建筑职业技术学院建筑工程系，兰州 730050
- 作者简介：
  
  胡晓鹏（1980- ），男，博士，教授，博士生导师，主要从事工程结构可靠性与耐久性研究，E-mail: shs339@sina.com。
- 基金信息：
  
  国家自然科学基金(51678473;52078412);长江学者和创新团队发展计划(IRT_17R84)
- DOI：10.11835/j.issn.2096-6717.2021.013
  中图分类号： TU392.3
- 收稿：2020-10-22，
  
  纸质出版：2022-12-30
- 稿件说明：
移动端阅览
胡晓鹏,仲帅,彭刚等.锈蚀脚手架钢管轴压稳定性试验研究[J].土木与环境工程学报,2022,44(06):136-143.

HU Xiaopeng,ZHONG Shuai,PENG Gang,et al.Experimental study of axial compression stability of corroded steel tube in scaffold[J].Journal of Civil and Environmental Engineering,2022,44(06):136-143.
胡晓鹏,仲帅,彭刚等.锈蚀脚手架钢管轴压稳定性试验研究[J].土木与环境工程学报,2022,44(06):136-143. DOI： 10.11835/j.issn.2096-6717.2021.013.

HU Xiaopeng,ZHONG Shuai,PENG Gang,et al.Experimental study of axial compression stability of corroded steel tube in scaffold[J].Journal of Civil and Environmental Engineering,2022,44(06):136-143. DOI： 10.11835/j.issn.2096-6717.2021.013.

摘要

为研究锈蚀对扣件式脚手架体系中钢管立杆稳定性的影响，通过对不同锈蚀龄期的钢管进行表面形貌测试，分析锈蚀对钢管内、外壁表面形貌的影响；通过锈蚀钢管材料单调拉伸试验，探讨锈蚀条件下钢材力学性能的退化规律；基于锈蚀钢管的轴心受压试验结果，提出锈蚀钢管立杆稳定性的计算模型。结果表明：随着钢管失重率的增加，钢管表面坑蚀分布由独立蚀坑向溃疡状蚀坑群发展，外壁坑蚀率、算术平均高度和均方根高度均不同程度地高于钢管内壁；锈蚀钢材表面随机分布、大小不一的蚀坑会导致钢材强度与塑性变形能力下降、塑性变形能力劣化更明显；不同锈蚀程度的钢管轴压破坏模式均为整体弯曲失稳，锈蚀钢管的极限荷载随失重率的增加线性下降，峰值荷载对应的轴向位移值逐渐降低。

Abstract

To study the effect of corrosion on the axial compression performance of the upright tube of steel tubular scaffold with couplers

the surface morphology of steel tubes with different corrosion ages was tested to analyze the influence of corrosion on the surface morphology of the inner and outer walls of steel tubes

and the degradation law of mechanical properties of corroded steel was discussed through the monotonic tensile test of corroded steel tube. The calculated formula for the stability of the corroded steel tube was proposed through the results of the axial compression tests. The results show that the distribution of pit corrosion on the surface of steel tube develops from independent pits to ulcer-like pit groups with an increase of the quality loss rate of steel tube. The pit corrosion ratio

the average arithmetic height

and the root mean square height of the outer wall are higher than those of the inner wall in varying degrees. Randomly distributed and different sizes of pits will cause the decrease of the strength and plastic deformation ability of the steel. Compared with the decrease in strength

corrosion has a more severe impact on the plastic deformation ability of steel. The axial compression failure mode of steel tubes with different corrosion degrees is the overall bending instability. As the mass loss rate increases

the ultimate load decreases linearly

and the axial displacement value corresponding to the peak load point decreases gradually.

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