高强度钢 (S700) 的扭矩行为矩形空心截面柱头柱头柱
Jonathan Vanlalruata1, Sanasam Vipej Devi2, Ricky Lalthazuala3
1Department of Civil Engineering, National Institute of Technology Mizoram, Aizawl, 796012, India. jonathanvl209@gmail.com.
Scientific reports
|November 17, 2025
概括
高强度钢 (S700) 矩形空心截面柱柱显示出更高的扭矩阻力,更高的面积比和更高的墙壁厚度. 当前的设计规范低估了它们的扭力能力,这表明需要更新指导方针.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 高强度钢 (S700) 矩形空心段在建筑中越来越多地使用.
- 了解它们的扭转行为对于安全高效的结构设计至关重要.
- 现有的设计规范可能无法准确地捕捉这些先进材料的扭矩性能.
研究的目的:
- 为了研究S700矩形空心截面柱的扭转行为.
- 评估几何参数 (面积比,墙壁厚度) 对扭矩性能的影响.
- 将有限元分析 (FEA) 结果与现有的设计代码进行比较.
主要方法:
- 使用ABAQUS软件进行全面的有限元分析 (FEA).
- 对扭力负荷和轴向压缩的实验数据进行数值模型的验证.
- 参数研究不同尺寸比和墙壁厚度.
主要成果:
- 相比较低的比例 (1:5) 与较高的比例 (1: 1) 相比,更高的比例 (1: 1) 将扭矩阻力提高到32%,而较低的比例 (1: 5).
- 增加墙壁厚度始终提高扭转能力 (9-10 kNm/mm).
- 当前的设计规范 (欧元代码,AISC,AISI) 低估了这些部件的扭力能力.
结论:
- 与目前的代码相比,FEA提供了更准确的扭转行为的评估.
- 高强度钢矩形空心段的设计准则需要改进.
- 这些发现支持结构优化和改进扭力设计条款.
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