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Bond behaviour of reinforced recycled concrete after rapid freezing-thawing cycles

机译:快速循环冻融循环后钢筋再生混凝土的粘结性能

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Pull-out test was conducted to investigate the bond behaviour between recycled aggregate concrete and steel bar after rapid freezing-thawing cycles in fresh water and saline water. The test variables were number of freezing-thawing cycles (0, 25, 50 and 75), diameter of steel bar (14, 18 mm) and freezing-thawing medium (fresh water, saline water). According to the test results, the effect of freezing-thawing cycles, diameter of steel bar and freezing-thawing medium on the bond behaviour was analysed. It was found that the bond strength between steel bar and recycled aggregate concrete decreases as the freezing-thawing cycles increased, and after the same number of rapid freezing-thawing cycles, the loss of bond strength in saline water was greater than that in fresh water. Moreover, the loss of compressive strength was greater than the loss of bond strength between steel bar and recycled aggregate concrete after the same number of rapid freezing-thawing cycles in saline water.
机译:进行拉拔试验以研究再生的骨料混凝土与钢筋在淡水和盐水中快速冻融后的粘结性能。测试变量为冻融循环次数(0、25、50和75),钢筋直径(14、18 mm)和冻融介质(淡水,盐水)。根据试验结果,分析了冻融循环,钢筋直径和冻融介质对粘结行为的影响。结果发现,随着冻融循环次数的增加,钢筋与再生骨料混凝土的粘结强度降低,在相同数量的快速冻融循环后,盐水中的粘结强度损失大于淡水。 。此外,在盐水中进行相同数量的快速冻融循环后,抗压强度的损失大于钢筋与再生骨料混凝土之间的粘结强度的损失。

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