硅酸盐学报

高温作用下牺牲混凝土的损伤演化

作者：褚洪岩1 2 孙伟1 2 蒋金洋1 2

单位：1. 东南大学材料科学与工程学院南京 211189 2. 江苏省土木工程材料重点实验室南京 211189

分类号：TU528.59

出版年,卷(期):页码：2016,44(2):211-217

DOI：10.14062/j.issn.0454-5648.2016.02.05

摘要：

?以掺加/不掺加聚丙烯纤维的核电牺牲混凝土为对象，研究了不同温度作用下牺牲混凝土的力学性能和损伤演化规律。采用超声波检测技术，得到不同温度作用下牺牲混凝土试件中的超声波波速。根据损伤定义和应力波理论，得到牺牲混凝土损伤与其超声波波速之间的关系，最终建立了不同温度作用下牺牲混凝土的损伤演化模型。结果表明：在25~400 ℃时，不掺加聚丙烯纤维的牺牲混凝土试件的残余抗压强度均高于掺加纤维的试件的残余抗压强度，600~1 000 ℃时则呈现相反趋势；高温作用下，聚丙烯纤维的掺加对在牺牲混凝土中传播的超声波波速具有双重效应——正效应和负效应，在200~1 000 ℃时，负效应起主导作用；掺加/不掺加聚丙烯纤维的牺牲混凝土的损伤随温度演化结果一致，在高温作用下牺牲混凝土损伤随温度演化符合Weibull分布，该损伤演化模型可以用于高温作用下牺牲混凝土损伤分析以及核灾难后评估鉴定。

The mechanical properties and damage evolution of sacrificial concrete with and without polypropylene (PP) fibers after heating at various elevated temperatures were investigated. The variations of ultrasonic wave velocity for sacrificial concrete subjected to different elevated temperatures were obtained by ultrasonic testing technique. According to the definition of the damage and stress wave theory, the relationship between the damage evolution in sacrificial concrete and variation of ultrasonic wave velocity was obtained, eventually establishing the damage evolution model of sacrificial concrete. The results indicate that the residual compressive strengths of sacrificial concrete without fibers are greater than those of sacrificial concrete with fibers at 25–400 ℃，and the contrary tendency appears at 600-1 000 ℃. The addition of PP fibers has both positive and negative effects on the velocity of ultrasonic wave propagation in sacrificial concrete. Furthermore, the negative effect played a leading role in the range of 200– 1 000 ℃. There are consistent results of damage evolution of sacrificial concrete with and without PP fibers subjected to high temperatures. In addition, the Weibull distribution model was proposed to analyze the damage of sacrificial concrete and nuclear disaster assessment.

基金项目：

国家自然科学基金项目(51378114)；江苏省重点科技成果转化专项项目(85120000220)。

作者简介：

褚洪岩(1987—)，男，博士研究生。

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