TY - JOUR
T1 - Simulation of the interaction between matrix crack and inclusion in composites under dynamic loadings
AU - Liu, Luguang
AU - Ou, Zhuocheng
AU - Duan, Zhuoping
AU - Pi, Aiguo
AU - Huang, Fenglei
PY - 2011/4
Y1 - 2011/4
N2 - Simulation of the interaction between the matrix-crack and the inclusion in a composite under dynamic tensile loadings is carried out in this paper by using the ABAQUS software based on the so-called Cohesive Crack Model. The numerical results show, for a given interface strength, that the crack deflects into and propagates along the inclusion when the loading-rate (or the strain-rate) is lower than a critical value (the critical strain-rate), otherwise the crack penetrates through the interface and propagates in the inclusion. In addition, the critical strain-rate decreases with the interface strength. When the interface strength exceeds a certain value, the crack growth direction is not affected by the strain-rates, and the crack propagates along the self-similar extension direction. However, the crack deflects directly into and propagates along the interface when the interface strength is below the critical value. Moreover, the critical strain-rate decreases with the inclusion size, which implies that it is more difficult to be fractured for small inclusions. Such a conclusion provides a rational theoretical explanation with the mesoscale viewpoint to the reported experimental data for concrete under dynamic loadings by other researchers.
AB - Simulation of the interaction between the matrix-crack and the inclusion in a composite under dynamic tensile loadings is carried out in this paper by using the ABAQUS software based on the so-called Cohesive Crack Model. The numerical results show, for a given interface strength, that the crack deflects into and propagates along the inclusion when the loading-rate (or the strain-rate) is lower than a critical value (the critical strain-rate), otherwise the crack penetrates through the interface and propagates in the inclusion. In addition, the critical strain-rate decreases with the interface strength. When the interface strength exceeds a certain value, the crack growth direction is not affected by the strain-rates, and the crack propagates along the self-similar extension direction. However, the crack deflects directly into and propagates along the interface when the interface strength is below the critical value. Moreover, the critical strain-rate decreases with the inclusion size, which implies that it is more difficult to be fractured for small inclusions. Such a conclusion provides a rational theoretical explanation with the mesoscale viewpoint to the reported experimental data for concrete under dynamic loadings by other researchers.
KW - Critical strain-rate
KW - Deflect along inclusion
KW - Penetrate through inclusion
UR - http://www.scopus.com/inward/record.url?scp=79957638075&partnerID=8YFLogxK
M3 - Article
AN - SCOPUS:79957638075
SN - 1000-4939
VL - 28
SP - 111
EP - 116
JO - Ying Yong Li Xue Xue Bao/Chinese Journal of Applied Mechanics
JF - Ying Yong Li Xue Xue Bao/Chinese Journal of Applied Mechanics
IS - 2
ER -