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A simple method to simulate shrinkage-induced cracking in cement-based composites by lattice-type modeling

机译:通过格型建模模拟水泥基复合材料中收缩引起的开裂的简单方法

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摘要

A new numerical procedure is proposed to investigate cracking behaviors induced by mismatch between the matrix phase and aggregates due to matrix shrinkage in cement-based composites. This kind of failure processes is simplified in this investigation as a purely spontaneous mechanical problem, therefore, one main difficulty during simulating the phenomenon lies that no explicit external load serves as the drive to propel development of this physical process. As a result, it is different from classical mechanical problems and seems hard to be solved by using directly the classical finite element method (FEM), a typical kind of “load → medium → response” procedures. As a solution, the actual mismatch deformation field is decomposed into two virtual fields, both of which can be obtained by the classical FEM. Then the actual response is obtained by adding together the two virtual displacement fields based on the principle of superposition. Then, critical elements are detected successively by the event-by-event technique. The micro-structure of composites is implemented by employing the generalized beam (GB) lattice model. Numerical examples are given to show the effectiveness of the method, and detailed discussions are conducted on influences of material properties.
机译:提出了一种新的数值程序来研究由水泥基复合材料中的基体收缩引起的基体相与骨料之间的不匹配引起的开裂行为。在这种研究中,这种故障过程被简化为纯粹的自发性机械问题,因此,在模拟该现象时的一个主要困难在于,没有明确的外部负载可以推动该物理过程的发展。结果,它不同于经典的机械问题,并且似乎很难直接使用经典的有限元方法(FEM)来解决,这是一种典型的“载荷→介质→响应”程序。作为解决方案,将实际的不匹配变形场分解为两个虚拟场,这两个虚拟场都可以通过经典有限元法获得。然后,根据叠加原理,通过将两个虚拟位移场相加得到实际响应。然后,通过逐事件技术连续检测关键元素。复合材料的微观结构是通过采用广义梁(GB)晶格模型实现的。数值例子表明了该方法的有效性,并对材料性能的影响进行了详细的讨论。

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