在未结合的紧张后平板板系统中,单绳的行为
Milad Khatib1, Zaher Abou Saleh2, Oussama Baalbaki3
1Lebanese International University, School of Engineering, Beirut, Lebanon.
Heliyon
|April 11, 2024
概括
这项研究研究了混凝土中的圆形单绳,评估了它们在提升力下的性能. 结果显示,混凝土强度的提高提高了对破裂压力的抵抗力,为设计提供了信息.
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:
- 单绳,通常是矩形铁,用于需要最小板厚的低应力混凝土应用.
- 多条链结合了多条链,与单条链系统相比,可能导致更高的重叠区域应力.
研究的目的:
- 实验性地研究圆形单绳的定和轴承区域.
- 为了评估混凝土强度在抵御平板边缘区域上升力产生的破裂压力的作用.
主要方法:
- 实验测试不同年龄的混凝土块和圆形单丝 (12.7mm和15.7mm丝) 的试验.
- 采用刚性钢制框架,用于施加提升力和固定死角.
- 嵌入式针头增强和相邻的单绳用于研究应力度.
- 开发了有限元模型来模拟测试,并根据ACI规定验证结果.
主要成果:
- 发现混凝土强度的提高提高了对破裂压力的抵抗力.
- 针头增强有效地加强了对应加压力的块.
- 邻近的圆形单轴引发了混凝土块中的显著应力度.
结论:
- 这项研究提供了关于圆形单绳在负载下行为的见解.
- 调查结果支持使用混凝土强度增强和钢筋来提高 performance.
- 数字模型成功验证了实验结果,为进一步分析提供了一个工具.
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