对网孔对预压缩空洞UHPC梁的扭矩行为的实验和数值研究
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.
这项研究研究了超高性能混凝土 (UHPC) 梁在联合预压缩,扭转和开口下. 这些发现为复杂的结构应用提供了关键的设计见解.
科学领域:
- 土木工程
- 材料科学
背景情况:
- 超高性能混凝土 (UHPC) 在现代结构中至关重要,如桥梁梁和柱子.
- 现实加载涉及轴向预压缩,扭曲和网孔,但它们对UHPC的联合影响未得到充分研究.
研究的目的:
- 调查UHPC梁在联合预压缩,扭曲和网孔下的结构行为.
- 为改进设计准则提供实验和数值数据.
主要方法:
- 实验测试五个强化空洞的UHPC梁,其中的开口在扭转下.
- 使用Abaqus软件对23个UHPC束进行有限元建模.
主要成果:
- 破裂的详细分析,最终扭矩,故障模式和刚性.
- 评估裂纹后的行为,扭曲柔性和钢筋的应变.
- 数字结果补充了实验数据,提供了更广泛的见解.
结论:
- 这项研究为UHPC在复杂负载条件下的行为提供了新的见解.
- 建议在工程实践中设计和实施UHPC成员.
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