A phase-field crack model based on a directional strain decomposition and a stress-driven Crack-Opening Indicator

2021 ◽  
Vol 384 ◽  
pp. 113928
Author(s):  
Chenyi Luo ◽  
Lin Chen ◽  
Yu Huang
2018 ◽  
Vol 63 (5) ◽  
pp. 1019-1046 ◽  
Author(s):  
Christian Steinke ◽  
Michael Kaliske

Author(s):  
Bo Yin ◽  
Johannes Storm ◽  
Michael Kaliske

AbstractThe promising phase-field method has been intensively studied for crack approximation in brittle materials. The realistic representation of material degradation at a fully evolved crack is still one of the main challenges. Several energy split formulations have been postulated to describe the crack evolution physically. A recent approach based on the concept of representative crack elements (RCE) in Storm et al. (The concept of representative crack elements (RCE) for phase-field fracture: anisotropic elasticity and thermo-elasticity. Int J Numer Methods Eng 121:779–805, 2020) introduces a variational framework to derive the kinematically consistent material degradation. The realistic material degradation is further tested using the self-consistency condition, which is particularly compared to a discrete crack model. This work extends the brittle RCE phase-field modeling towards rate-dependent fracture evolution in a viscoelastic continuum. The novelty of this paper is taking internal variables due to viscoelasticity into account to determine the crack deformation state. Meanwhile, a transient extension from Storm et al. (The concept of representative crack elements (RCE) for phase-field fracture: anisotropic elasticity and thermo-elasticity. Int J Numer Methods Eng 121:779–805, 2020) is also considered. The model is derived thermodynamic-consistently and implemented into the FE framework. Several representative numerical examples are investigated, and consequently, the according findings and potential perspectives are discussed to close this paper.


2020 ◽  
Vol 170 ◽  
pp. 103333 ◽  
Author(s):  
Yiming Zhang ◽  
Zhiran Gao ◽  
Yanyan Li ◽  
Xiaoying Zhuang

2006 ◽  
Vol 324-325 ◽  
pp. 161-164
Author(s):  
Xin Feng ◽  
Jing Zhou

A novel approach for crack identification based on jointly time-frequency analysis is presented in the paper. A bilinear stiffness model for the breathing crack was introduced to represent the nonlinear dynamics of a cracked beam. The nonlinearity of the dynamic responses due to the crack opening-closing is used to identify the occurrence of the crack. The Wigner-Wille distribution technique is applied to analyze the response signals and the instantaneous frequency is extracted as damage-sensitive feature. The numerical simulations of a breathing crack model were carried out to validate the possibility and effectiveness of the proposed approach. The effects of crack severity and sampling frequency on crack identification were also studied in the simulations respectively. The results show that the proposed method can effectively identify the crack with slight severity without any baseline model or data, and the better the identification obtains as the larger the sampling frequency. The study demonstrates that the proposed approach by using of jointly time-frequency analysis is a promising technique for crack identification.


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