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Model of compressive strength degradation of concrete under both freeze thaw cycles and compressive loads

机译:冻融循环和压缩荷载作用下混凝土抗压强度退化模型

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The frost resistance and compressive strength degradation of concrete under the simultaneous action of compressive load and freeze-thaw cycles are experimentally investigated in this paper. In order to track the strength degradation process, the nondestructive tests are carried out after each freeze-thaw cycle to get the residual strength for each specimen. Based on the experimental data, a variable Kss is proposed to describe the damage velocity and a prediction model of compressive strength degradation of concrete under freeze thaw cycles and external load is established. By comparing with other researchers' indoor experiment data and outdoor inspection data, the model is proved to be reliable to predict the compressive strength degradation of concrete in cold region.
机译:通过压缩载荷和冻融循环的共同作用,对混凝土的抗冻性和抗压强度进行了试验研究。为了跟踪强度退化过程,在每个冻融循环后进行非破坏性测试,以获取每个试样的残余强度。基于实验数据,提出了一个变量Kss来描述损伤速度,并建立了冻融循环和外部荷载作用下混凝土抗压强度退化的预测模型。通过与其他研究人员的室内实验数据和室外检查数据进行比较,该模型可以可靠地预测寒冷地区混凝土的抗压强度退化。

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