提高预制混凝土分段梁的剪切性能,通过连接处的连续纵向增强
1School of Architecture and Civil Engineering, Xihua University, Chengdu 610039, China.
Materials (Basel, Switzerland)
|April 24, 2025
概括
在预制混凝土分段桥 (PCSB) 中的连续纵向增强提高了结构可靠性. 这种新的方法提高了剪切阻力和刚性,模仿单立体梁的行为,以实现更安全的桥梁建设.
科学领域:
- 结构工程 结构工程
- 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
背景情况:
- 预混凝土分段桥梁 (PCSB) 面临可靠性问题,原因是连接处的纵向强化中断.
- 现有的设计可能无法完全解决在组合负载下细分关节的复杂应力相互作用.
研究的目的:
- 为了研究在预制细分梁中跨关节的连续纵向增强的有效性.
- 与传统设计相比,评估带有连续增强的细分梁的结构性能.
主要方法:
- 在联合曲和剪切的情况下,对一个单体梁和两个细分梁进行实验性测试.
- 裂传播,钢筋应变,故障模式,刚性和承载能力的分析.
- 网格剪切增强理论与现有的设计规范 (欧洲规范,ACI,AASHTO,GB,JTC) 的比较.
主要成果:
- 连续的纵向增强有效地抵御剪切力带来的轴张力,增强了剪切阻力.
- 观察到改善的剪切刚度和抑制的对角裂纹传播.
- 带有连续增强的细分连接表现出单体束行为,验证了平面截面假设.
结论:
- 连续纵向增强对于提高预制混凝土细分桥接头的结构可靠性和性能至关重要.
- 电网剪切强化理论为设计强大的细分桥梁连接提供了一个可行的替代方案.
- 为工程应用提出了实施连续增强的实际施工方法.
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