压缩前力和网状开口对UHPC空心梁的扭力强度的影响,使用数值和数学建模
Ahmed M El-Basiouny1, Hamed S Askar2, Mohamed E El-Zoughiby2
1Structural Engineering Department, Faculty of Engineering, Mansoura University, Mansoura, Egypt. ahmed.ali@std.mans.edu.eg.
Scientific reports
|July 16, 2025
概括
一个新的公式准确地预测了超高性能混凝土 (UHPC) 梁的扭力强度. 这个公式可以解释压缩前力和网页开口,在预测扭力强度方面表现优于现有的方法.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 超高性能混凝土 (UHPC) 提供卓越的机械性能.
- 预测UHPC梁的扭力强度,特别是那些有开口或处于预压状态的梁,仍然是一个挑战.
- 现有的公式往往缺乏准确性或未能考虑关键参数.
研究的目的:
- 开发和验证一种新的,准确的公式来预测UHPC梁的扭力强度.
- 为了研究压缩前力和网页开口对扭力强度的影响.
- 将拟议的公式与现有模型和实验数据进行比较.
主要方法:
- 在Abaqus软件中使用44个有限元素 (FE) 模型进行了全面的参数数值研究.
- 分析固体和空洞的UHPC梁,有或没有网孔.
- 校准和比较五个现有的扭力强度公式与FE模型结果.
主要成果:
- 拟议的公式在预测扭力强度方面表现出高准确性.
- 该公式有效地纳入了以前被忽视的压缩预强和网状开口等参数.
- FE模型提供了详细的洞察力,了解UHPC束在扭转下的行为.
结论:
- 新公式显著改善了对UHPC梁的扭力强度的预测.
- 它通过包括关键参数来解决以前公式的缺陷.
- 这些发现与广泛的FE分析和实验数据进行了验证,证实了其可靠性.
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