具有整体的复合桥梁的创新接接头的柔性性能:全面测试
Wei Xie1, Binju Zhang2, Litao Yu2
1Department of Bridge Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China.
Materials (Basel, Switzerland)
|March 13, 2025
概括
这项研究介绍了复合材料桥梁的改进梁到桥梁接头,利用超高性能混凝土 (UHPC) 来提高抗裂性和减少维护. 全面测试证实了其卓越的曲性能.
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:
- 高速公路桥梁需要更少的维护和更好的抗裂性能,特别是连续复合体梁.
- 现有的梁到关节在性能和耐用性方面面临限制.
研究的目的:
- 提出和评估一个创新的梁到桥梁接头,用于带有整体的复合桥梁.
- 为了提高抗裂性能,减少桥梁组件的维护.
主要方法:
- 开发了一种新的联合设计,其中包括一个空洞的嵌入式网络和宽的边缘.
- 现场造的超高性能混凝土 (UHPC) 应用于码头的顶部表面.
- 一个全面的测试评估了关节的负载位移,负载应变和裂传播特征.
主要成果:
- 拟议的关节表现出了出色的曲性能和优越的抗裂性.
- 实验结果与参考结构的数值模拟进行了比较.
- 提出并验证了一种新的弹性曲能力计算方法,包括UHPC拉伸强度.
结论:
- 创新的联合设计显著提高了结构完整性和耐用性.
- 集成的UHPC增强了在关键的桥梁区域的混凝土板的抗裂性能.
- 经过验证的计算方法有助于设计弹性复合材料桥梁结构.
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