An experimental study was conducted

An experimental study was conducted on composite beam of repair materials and substrate concrete to investigate the failures of concrete repair due to differ- ences in strength of repair materials and substrate concrete. In this investigation the flexural strength, load–deflection curves and failure patterns of the composite beam speci- mens are studied for the durability of the concrete repair. Flexure test was conducted to simulate tensile stress in the concrete repair material. Compressive strength and split tensile strength of the repair materials and substrate con- crete are investigated to aid in the analysis of the concrete repair. It was observed that the repair materials of higher compressive strength than the substrate concrete are caus- ing an incompatible failure in the concrete repair.

結果 (中文) 1:

修补材料和基体混凝土来调查由于之间的区别在修复材料强度的混凝土修补失败和基体混凝土组合梁试验研究。在这次调查的 flexural 强度，耐久性的混凝土修补研究负载 — — deflection 曲线和失效模式的组合梁温差男装。弯曲试验进行模拟在混凝土裂缝修补材料的拉伸应力。调查抗压强度和劈裂拉伸强度的修补材料和基体混凝土以辅助分析混凝土修补。有人比基体混凝土抗压强度较高的维修材料都归纳在混凝土修补不兼容的失败。

結果 (中文) 3:

实验研究了复合梁的修复材料与基体混凝土研究混凝土修复因不同的失败也在修补材料和基体混凝土强度。在本次调查中的fl弯曲强度、负荷–defl连接曲线和复合梁的破坏形态和男装研究混凝土的耐久性修复。对混凝土修补材料的拉伸应力进行了弯曲试验。抗压强度和修复材料与基体混凝土劈裂抗拉强度等进行援助，在混凝土修复分析。据观察，修补材料的抗压强度较高比基体混凝土是在混凝土修复引起不兼容的故障。