Mechanical Performance of Patched Pavements with Different Patching Shapes Based on 2D and 3D Finite Element Simulations

Shujian Wang, Han Zhang, Cong Du, Zijian Wang, Yuan Tian, Xinpeng Yao
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Abstract

Patching is a common technology used in repairing asphalt-pavement potholes. Due to the differences in material properties between patched- and unpatched-asphalt mixtures, significant strain and stress concentrations could be induced; thus, further cracks and interfacial debonding distress could be caused. As a remedy, the strain and stress concentrations can be alleviated by utilizing optimum patching shapes. Therefore, this paper employed finite element methods (FEM) to deeply analyze the mechanical performance of patched-asphalt pavements embedded with different patching shapes. Three patching shapes, these being rectangular, stair, and trapezoid, were considered for use in pavement pothole repairs based on two- and three-dimensional finite element models. In the two-dimensional models, Top-Down and Bottom-Up crack propagations were simulated to assess the anti-damage performance of the patched pavements with different patching shapes. In addition, the thermal stress behaviors within patched-asphalt pavements were simulated using the two-dimensional model to analyze the performance of the patched pavements during the cooling process in construction. In addition, interface-debonding performance was simulated for the patched-asphalt pavements using three-dimensional models. In light of the simulation results, engineers are expected to better understand the mechanism within patched pavements and to improve the quality of the pavement patching.
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基于二维和三维有限元模拟的不同修补形状修补路面的力学性能
修补是修复沥青路面坑洞的常用技术。由于修补过的沥青混合料和未修补过的沥青混合料在材料特性上存在差异,可能会引起明显的应变和应力集中,从而导致进一步的裂缝和界面脱落。作为补救措施,可通过使用最佳修补形状来缓解应变和应力集中。因此,本文采用有限元方法(FEM)深入分析了不同修补形状的修补沥青路面的机械性能。基于二维和三维有限元模型,考虑了用于路面坑洞修复的三种修补形状,即矩形、阶梯形和梯形。在二维模型中,模拟了自上而下和自下而上的裂缝扩展,以评估不同修补形状的修补路面的抗损坏性能。此外,还使用二维模型模拟了修补沥青路面内的热应力行为,以分析修补路面在施工冷却过程中的性能。此外,还使用三维模型模拟了贴面沥青路面的界面粘结性能。根据模拟结果,工程师有望更好地了解修补路面的机理,并提高路面修补的质量。
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