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Thermal induced stress and associated cracking in cement-based composite at elevated temperatures - Part II: thermal cracking around multiple inclusions

机译:水泥基复合材料在高温下的热致应力和相关的开裂-第二部分:多种夹杂物周围的热开裂

摘要

A 2-D mesoscopic thermoelastic damage model is developed and used to study the thermal stress field and associated fracture in a cement-based composite with multiple circular or irregular inclusions subjected to elevated temperatures. It is found that the thermal stress field and the associated cracking are dominated by (i) the thermal mismatch between the matrix and the inclusions, (ii) the arrangement of the inclusions, and (iii) the heterogeneity and the shape of the inclusions. Thermal radical cracks firstly occur between two adjacent inclusions, which have the shortest distance apart or sharp corners when the coefficient of thermal expansion of the inclusions is greater than that of the matrix. The propagation of radical cracks in the matrix will be terminated by the presence of an inclusion with higher strength at the crack tip. The numerical findings are also used to discuss the thermal cracking histories of concretes with different aggregate grading arrangements.
机译:建立了二维介观热弹性损伤模型,并将其用于研究水泥基复合材料的热应力场和相关的断裂,该复合材料具有多个圆形或不规则夹杂物,且温度升高。发现热应力场和相关的裂纹主要由(i)基体与夹杂物之间的热失配,(ii)夹杂物的排列以及(iii)夹杂物的异质性和形状所决定。热自由基裂纹首先出现在两个相邻夹杂物之间,当夹杂物的热膨胀系数大于基体的热膨胀系数时,它们之间的距离最短或拐角很锐利。基裂纹在基体中的传播将通过在裂纹尖端处存在具有更高强度的夹杂物而终止。数值结果还用于讨论具有不同骨料级配布置的混凝土的热裂解历史。

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