| 注册
首页|期刊导航|建筑钢结构进展|锈蚀钢材表面重建方法及其受拉性能分析

锈蚀钢材表面重建方法及其受拉性能分析

张衡 江文强 郭玉程 高飞

建筑钢结构进展2025,Vol.27Issue(9):64-72,9.
建筑钢结构进展2025,Vol.27Issue(9):64-72,9.DOI:10.13969/j.jzgjgjz.20240425002

锈蚀钢材表面重建方法及其受拉性能分析

Surface Reconstruction Method and Tensile Property Analysis of Corroded Steel

张衡 1江文强 1郭玉程 1高飞1

作者信息

  • 1. 华北电力大学 机械工程系,河北 保定 071003
  • 折叠

摘要

Abstract

Corrosion is the main cause of mechanical property degradation of steel structure.Therefore,an accelerated corrosion test was carried out using samples from the angle steel of the transmission tower.Samples with different degrees of corrosion were selected as the research objects.The surface morphology data of the samples were collected with the help of three-dimensional scanner,and the variation rule of the macroscopic corrosion index(thickness of rust layer)and the microscopic index(fractal dimension)with the corrosion degree was analyzed.According to the fractal properties of the surface of corroded specimens,a method was proposed to simulate the surface of corroded specimens by using random midpoint displacement method to construct fractal Brownian surface with corrosion rate,thickness of rust layer and fractal dimension as indexes.Based on the statistical data of the three-dimensional contour surface of the corroded specimen,three-dimensional models of the corroded specimens were established,and the mechanical properties of the models were simulated by ABAQUS software.The results show that the proposed method based on fractal brownian motion(FBM)can effectively introduce the corrosion index into the corrosion model and provide a feasible method for evaluating the tensile properties of non-uniformly corroded steel.

关键词

输电铁塔/非均匀锈蚀/加速锈蚀试验/分形理论/表面重建/随机模型/受拉性能

Key words

transmission tower/non-uniform corrosion/accelerated corrosion test/fractal theory/surface reconstruction/stochastic model/tensile property

分类

信息技术与安全科学

引用本文复制引用

张衡,江文强,郭玉程,高飞..锈蚀钢材表面重建方法及其受拉性能分析[J].建筑钢结构进展,2025,27(9):64-72,9.

基金项目

河北省"三三三人才工程"资助项目(C20231056) (C20231056)

建筑钢结构进展

OA北大核心

1671-9379

访问量0
|
下载量0
段落导航相关论文