关于空心石板桥的机械行为研究,采用钉钉增强
Jihao Chen1, Xin Li1, Qian Zhu2
1School of Civil Engineering and Communication, North China University of Water Resources and Electric Power, Zhengzhou 450045, China.
Materials (Basel, Switzerland)
|July 29, 2023
概括
钉钉装备显著提高了空心板桥的完整性. 这种方法提高了承载能力,减少了曲折,解决了预制桥梁中关节损伤的问题.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 接头对于空心板桥的力传输至关重要.
- 关节损伤损害了桥梁的完整性和安全性.
研究的目的:
- 分析空心板桥中的力转移和损伤演变.
- 为了比较传统和固定钢筋桥梁的性能.
- 确定链关节接口和混凝土损伤可塑性的关键参数.
主要方法:
- 使用MIDAS FEA NX软件进行有限元分析.
- 模拟深关节部分和组装的空心板桥模型.
- 将模拟结果与实验数据进行比较.
主要成果:
- 在负载下,损坏始于链关节接口.
- 裂在纵向和垂直传播,影响高达40%的跨度.
- 与传统桥梁相比,钉式钢筋桥的裂变负荷增加了28.57%,最终负荷增加了58.14%.
- 固定钢筋在420kN的负载下减少了97.95%的相对屈曲.
结论:
- 钉式钢筋显著提高了空心板桥的强度性能和完整性.
- 这项研究揭示了损伤演变过程,并突出了钉钉增强在减轻关节损伤方面的有效性.
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