针对桥面铺装层的受力状况和破坏原因进行了钢纤维混凝土的抗折强度试验和耐磨损试验。分析了钢纤维混凝土的抗弯性能,阐述了钢纤维混凝土的耐磨机理,并利用ANSYS程序模拟了钢纤维混凝土的疲劳破坏。
Based on the stressing and damaging reasons of bridge deck pavement, this paper mainly deals with the bending resistance test and wearing test, analyzes the bending performance, introduces the wear resisting mechanism. Using ANSYS program, this paper simulates the fatigue failure.