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


Autoria(s): 刘金兴; Zhao ZY; 邓守春; 梁乃刚
Data(s)

2009

Resumo

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.

Identificador

http://dspace.imech.ac.cn/handle/311007/28818

http://www.irgrid.ac.cn/handle/1471x/8837

Idioma(s)

英语

Fonte

Computational Mechanics.2009,43(4):477-492

Palavras-Chave #固体力学 #Shrinkage-Induced Cracking #Mismatch Deformation #Generalized Beam Lattice Model #Cement-Based Composites #Mohr-Coulumb Failure Criterion #Particle Composites #Damage Mechanics #Fracture #Concrete
Tipo

期刊论文