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在接高强度钢箱段中残余应力的计算建模
Yihan Tu1, Zhongming Liu1, Yangsen Tu2
1School of Information Engineering, Gandong University, Fuzhou, China.
PloS one
|September 16, 2025
概括
这项研究分析了高强度钢 (HSS) 盒子段的残余应力. 接附近的拉力应力很高,而压力应力随着更宽的截面而减少,从而告知结构设计.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 计算力学 计算力学 计算力学
背景情况:
- 接高强度钢 (HSS) 盒子段在现代建筑中至关重要.
- 了解剩余应力对于结构完整性和安全性评估至关重要.
- 现有的研究往往缺乏对HSS盒子部分残余应力的全面分析.
研究的目的:
- 为了研究和模型残余应力模式在接的HSS盒子段.
- 分析各种参数对残余应力分布的影响.
- 开发一个可靠的模型来预测HSS盒子段中的残余应力.
主要方法:
- 使用ANSYS的有限元素方法 (FEM) 建模.
- 用实验数据验证FEM模型.
- 参数分析考虑板厚,宽度与厚度比,钢铁强度和接参数.
主要成果:
- 在接附近的拉力余应力达到82.6-97.8%的承强度,这取决于钢的强度.
- 中面板中的压缩余应力随着宽度与厚度的比率的增加而显著降低.
- 接序和类型 (股与片) 影响应力大小和分布.
结论:
- 为HSS接盒段开发了一种经过验证的残余应力分布模型.
- 该模型准确地预测了剩余应力,平均偏差在9.5%以内.
- 开发的模型是结构设计和安全分析的宝贵工具.
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