Numerical Modeling of Tensile Crack Propagation in Concrete Dams

1994 ◽  
Vol 120 (4) ◽  
pp. 1053-1074 ◽  
Author(s):  
Ram Kumar ◽  
G. C. Nayak
2017 ◽  
Vol 2017 ◽  
pp. 1-15 ◽  
Author(s):  
Sha Sha ◽  
Guoxin Zhang

High-pressure hydraulic fracture (HF) is an important part of the safety assessment of high concrete dams. A stress-seepage-damage coupling model based on the finite element method is presented and first applied in HF in concrete dams. The coupling model has the following characteristics: (1) the strain softening behavior of fracture process zone in concrete is considered; (2) the mesh-dependent hardening technique is adopted so that the fracture energy dissipation is not affected by the finite element mesh size; (3) four coupling processes during hydraulic fracture are considered. By the damage model, the crack propagation processes of a 1 : 40 scaled model dam and Koyna dam are simulated. The results are in agreement with experimental and other numerical results, indicating that the damage model can effectively predict the carrying capacity and the crack trajectory of concrete gravity dams. Subsequently, the crack propagation processes of Koyna dam using three notches of different initial lengths are simulated by the damage model and the coupling model. And the influence of HF on the crack propagation path and carrying capacity is studied. The results reveal that HF has a significant influence on the global response of the dam.


1994 ◽  
Vol 08 (21n22) ◽  
pp. 1335-1341 ◽  
Author(s):  
Y.-H. TAGUCHI

A model for crack propagation is proposed that reproduces, for the first time, the morphological transitions of cracks in the quenched glass plate recently observed by Yuse and Sano [Nature362, 329 (1993)].


2013 ◽  
Vol 69 ◽  
pp. 311-326 ◽  
Author(s):  
Fengmei Xue ◽  
Fuguo Li ◽  
Jiang Li ◽  
Min He ◽  
Zhanwei Yuan ◽  
...  

2006 ◽  
Vol 134 ◽  
pp. 501-506 ◽  
Author(s):  
H. Adouani ◽  
B. Tie ◽  
C. Berdin ◽  
D. Aubry

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