对复合桥梁预压混凝土板的疲劳退化的实验研究
Wenjun Li1, Rujin Ma1, Yuqing Liu1
1Department of Bridge Engineering, Tongji University, Shanghai 200092, China.
Materials (Basel, Switzerland)
|November 13, 2025
概括
静态循环负荷造成的损伤对预应力混凝土桥梁板疲劳有重大影响. 预应力减轻了这种损伤,改善了机械行为,并准确地预测了疲劳性能.
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:
- 有混凝土板的复合桥梁面临着重型车辆负载造成的严重疲劳挑战.
- 了解初始静态循环负荷损伤对板块性能的影响对于桥梁寿命至关重要.
研究的目的:
- 在各种负载条件下评估预应力混凝土板的疲劳性能.
- 开发一种全面的疲劳性能评估方法,以考虑静态循环损伤.
- 研究预应力混凝土板的性能增强机制.
主要方法:
- 实验测试两个全尺寸预应力混凝土板模型,负载幅度不同.
- 开发和验证用于参数分析的有限元模型.
- 建议评估参数,考虑混凝土,钢筋,和外部负荷的应力.
主要成果:
- 静态循环负荷损伤显著影响板块疲劳性能.
- 预应力有效地减轻了初始损坏对机械和变形行为的影响.
- 拟议的疲劳评估方法预测变形的误差为10%,并确定疲劳寿命和故障模式.
结论:
- 必须考虑静态循环损伤,以准确评估预应力混凝土桥梁板的疲劳.
- 预应力是提高板块抵御初始损坏的关键因素.
- 开发的评估方法为预测这些结构的疲劳寿命和故障模式提供了可靠的工具.
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