A numerical algorithm for multiple cracks propagation in concrete structure

2020 ◽  
Vol 21 (5) ◽  
pp. 2168-2177
Author(s):  
Ming Wen ◽  
Qian Fang ◽  
Dingli Zhang ◽  
Huangcheng Fang
2013 ◽  
Vol 560 ◽  
pp. 61-70
Author(s):  
Hossein Hosseini-Toudeshky ◽  
Bijan Mohammadi ◽  
Pooya Saniei

In this paper multiple fatigue cracks propagation are simulated in two-dimensional plates. Since re-meshing the cracked bodies in each increment of crack extension is a time-consuming and complicated procedure, numerical simulation of mixed-mode crack propagation with FEM is a difficulty. For this purpose, a FEM software is programmed and mesh refinement in each increment of crack is performed by Delaunay Refinement Algorithm. Using different refinement methods, complex boundaries such as multiple cracks and discontinuities which are closed together are easily refined by this algorithm. Crack propagation path is predicted using domain form of J-integral. Modified tensile stress (MTS) criterion is used to predict the crack propagation path in each increment. Different numerical examples illustrate the validation and reliability of present software.


PCI Journal ◽  
1995 ◽  
Vol 40 (3) ◽  
pp. 24-39 ◽  
Author(s):  
Mark G. Josten ◽  
Wilfred L. Painter ◽  
James S. Guarre

PCI Journal ◽  
1976 ◽  
Vol 21 (4) ◽  
pp. 44-57
Author(s):  
Marvin L. Vander ◽  
H. Carl Walker

2017 ◽  
Vol 55 (9) ◽  
pp. 835-839
Author(s):  
A. Eriguchi ◽  
H. Hayano ◽  
T. Sato ◽  
Y. Isaka
Keyword(s):  

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