整形钢-LUHPC复合桥梁甲板的柔性行为:实验和数值研究
Zebene Worku1,2, Muyu Liu1,2, Xin Wang1,2
1School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China.
Materials (Basel, Switzerland)
|May 14, 2025
概括
一个新的Ortotropic钢-轻量级超高性能混凝土复合桥梁甲板 (OS-LUHPC-CBD) 与现有设计相比,提供了可比的曲能力和更好的柔性. 这种创新的桥梁甲板解决方案对于长跨度桥梁来说更轻,更具成本效益.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
背景情况:
- 正方形钢桥甲板 (OSBD) 在长跨度桥梁中很常见,但面临疲劳裂和覆盖损坏等挑战.
- 正方形钢超高性能混凝土复合桥梁甲板 (OS-UHPC-CBDs) 提高性能,但更重,更昂贵.
研究的目的:
- 提出和评估一款新型的正型钢轻型超高性能混凝土复合桥梁甲板 (OS-LUHPC-CBD).
- 为了比较OS-LUHPC-CBD与OS-UHPC-CBD的曲行为,重量,成本和可构造性.
主要方法:
- 进行了全面的四点曲测试,以评估曲行为.
- 为进一步的参数研究开发了一种经过验证的有限元模型.
- 分析了影响曲能力的关键几何设计参数.
主要成果:
- 与OS-UHPC-CBD相比,OS-LUHPC-CBD表现出相当的弹性能力和增强的柔性.
- 拟议的甲板比OS-UHPC-CBD轻8.4%,价格低6.8%.
- 施工方便性与现有的OS-UHPC-CBD相提并论.
结论:
- OS-LUHPC-CBD是长跨度桥梁的有希望的,轻量级和经济高效的替代方案.
- 开发的有限元模型准确地预测了OS-LUHPC-CBD的行为.
- 进一步的研究可以优化几何参数以提高性能.
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