使用有限元建模评估联合平面混凝土路面中杆杆的有效性
Saima Yaqoob1, Johan Silfwerbrand1
1Division of Concrete Structures, Department of Civil & Architectural Engineering, KTH Royal Institute of Technology, SE-10044 Stockholm, Sweden.
Materials (Basel, Switzerland)
|February 13, 2025
概括
这项研究表明,优化杆设计和底层特性可以显著提高混凝土路面的负载传递效率. 适当的选择可以提高结构性能和路面的耐用性.
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:
- 联接的平面混凝土路面依赖于聚合物互锁和杆来进行负载传输.
- 杆是有效的负载传输关节,特别是更宽的关节至关重要.
研究的目的:
- 通过使用3D有限元模型,研究合式平面混凝土路面的结构性能.
- 分析基层特性和杆设计对负载转移效率 (LTE) 的影响.
主要方法:
- 开发了一个用于路面分析的三维有限元素模型.
- 对Westergaard的分析解决方案验证了模型.
- 研究的参数包括基层的模量和厚度,以及杆尺寸.
主要成果:
- 增加基层弹性模量提高了LTE的4%,但增加了23%的应力.
- 更厚的底层 (高达250毫米) 将LTE改进了1.2%,并减少了压力.
- 较大直径的杆改进了LTE,钻石状的杆在减压方面显示出不同的结果.
结论:
- 杆杆的有效性受到基层特征和杆设计的重大影响.
- 结果为公路工程师提供了洞察力,以优化路面设计的耐用性和成本效益.
- 适当选择杆和基层可以节省资源,提高基础设施质量.
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