紧紧合的混凝土复合板的柔性行为与对角增强
Zechao Zhang1, Kejian Cai1, Jiang Yin2
1Zhejiang Engineering Technology Research Center for Civil Engineering Industrialized Construction, Ningbo University of Technology, Ningbo 315211, China.
Materials (Basel, Switzerland)
|November 13, 2025
概括
本研究介绍了两种新的复合板设计,以改善关节负载传输. 两种设计都表现出与现场造板块相当的曲能力,提供了实用的工程解决方案.
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:
- 标准化混凝土复合板通常面临的挑战是,在距离较近的连接处,负载转移效率很高.
- 现有的设计可能无法充分利用预制基板和复合材料层之间的协同潜力.
研究的目的:
- 建议和评估新的复合板设计,以提高关节性能.
- 调查新的紧紧拼接复合材料板结构的曲行为和负载传递能力.
主要方法:
- 在两种新型复合板设计上进行了静态负荷测试:曲对角增强板和肋形对角增强板紧紧拼接.
- 使用ABAQUS有限元模拟来分析结构行为并验证实验结果.
主要成果:
- 这两种新的板块设计都在预制基板和负载下的复合层之间展现出了出色的协同作用.
- 拟议板块的联合部分实现了与传统现场造板块相比的曲能力.
结论:
- 拟议的曲面对角强化和肋形对角强化紧紧拼接的板块在接头上提供了更好的负载传输性能.
- 有限元分析为带对角强化紧紧合板提供了设计建议,适合大规模应用.
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