沥青罩面层抗反射裂缝性能的室内试验方法OA
Development of an indoor test method for anti-reflection cracking performance of asphalt overlays
针对沥青罩面层抗反射裂缝性能室内试验试件尺寸偏大及疲劳试验离散性较大的问题,开发了一种基于小尺寸复合型试件和CSIC(composite specimen interface cracking)新型复合型试件的试验方法来评价沥青罩面层的抗反射裂缝性能.通过疲劳试验对比分析3种尺寸的玻纤格栅与不加玻纤格栅对抗反性能的影响,每个试验制作 3个平行试件来评估试验方法的精密度,基于ABAQUS有限元分析软件建立XFEM模型对复合型试件开裂进行模拟.结果表明,添加玻纤格栅试件抗反射裂缝效果明显,文中方法与标准试验反映的规律一致;使用CSIC试件进行疲劳试验能够有效提高试验方法的精密度,降低试验结果离散性;玻纤格栅在抗反射裂缝过程中,整体参与作用,格栅尺寸越小,抗反射裂缝效果越好;基于ABAQUS有限元分析软件模拟疲劳试验,有效验证了该评价方法的可行性.
To solve the problems of large specimen size and high dispersion in fatigue tests used to evaluate the anti-reflection cracking performance of asphalt overlays,an indoor test method based on small-sized composite specimens and CSIC(composite specimen interface cracking)specimens is developed.The effects of three sizes of glass fiber grating and the absence of grating on anti-reflection performance are compared and analyzed through fatigue tests,with three parallel specimens prepared for each condition.To evaluate the precision of the proposed method,an XFEM model is established using ABAQUS finite element software to simulate the cracking process of composite specimens and assess anti-reflection crack performance.The results show that the addition of glass fiber grating significantly improves ant-reflection cracking performance,consistent with trends observed in standard tests.Fatigue tests using CSIC specimens effectively improve test precision and reduce result dispersion.The grid participates integrally in the crack resistance process,and smaller grid sizes provide better anti-reflection performance.The ABAQUS simulation results further verify the feasibility of the proposed evaluation method.
焦虎;陈玉;孙涵庚
长安大学 公路学院,西安 710064长安大学 公路学院,西安 710064长安大学 公路学院,西安 710064||中国建设基础设施有限公司,北京 100029
交通工程
反射裂缝玻纤格栅沥青罩面层评价方法离散性ABAQUSXFEM
reflective crackingglass fiber gridasphalt overlayevaluation methoddispersionABAQUSXFEM
《重庆大学学报》 2026 (5)
126-136,11
国家自然科学基金面上项目(52078047)中国博士后科学基金资助项目(2013M5423122014T70897).Supported by National Natural Science Foundation of China(52078047),and China Postdoctoral Science Foundation Grant(2013M5423122014T70897).
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