一种增强的数值计算方法来研究杆的接性能
Jianhang Chen1, Junming Ma1, Xiaofan Zeng1
1School of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing 100083, China.
Materials (Basel, Switzerland)
|August 29, 2024
概括
本研究引入了一种增强的数值方法,以简化复杂的铁杆 anchorage性能计算. 这种新方法提高了用于建模钢筋接口行为的计算效率.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
背景情况:
- 使用三线性定律建模铁杆 anchorage性能呈现了计算复杂性.
- 软化和解断面长度的同时变化使负载-变形关系的计算变得复杂.
研究的目的:
- 提出一种增强的数值计算方法,以简化杆 anchorage性能建模.
- 为了提高计算负载-变形关系的效率,用于杆-沟接口.
主要方法:
- 通过固定软化部分的长度,开发了一种增强的数值方法.
- 实现了一个循环函数,以代计算解锁截面长度.
- 该方法的有效性通过实验数据和比较案例研究得到证实.
主要成果:
- 改进的方法显著减少了代计算的数量.
- 在原始和增强的计算方法之间观察到良好的一致性.
- 拟议的方法证明了对杆固定性能的计算效率有所提高.
结论:
- 增强的数值方法简化了铁杆 anchorage性能的建模.
- 这种方法提供了改进的计算效率和优化洞察力,用于钢筋建模.
- 这些发现对研究人员和工程师来说是有价值的,他们研究了钢筋沟接口的行为.
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