Implementation aspects of a phase-field approach for brittle fracture

被引:0
作者
G. D. Huynh
X. Zhuang
H. Nguyen-Xuan
机构
[1] Leibniz-Universität Hannover,Institute of Continuum Mechanics
[2] University of Technology (HUTEH),Center for Interdisciplinary Research in Technology, Ho Chi Minh City
来源
Frontiers of Structural and Civil Engineering | 2019年 / 13卷
关键词
phase-field modeling; FEM; staggered scheme; fracture;
D O I
暂无
中图分类号
学科分类号
摘要
This paper provides a comprehensive overview of a phase-field model of fracture in solid mechanics setting. We start reviewing the potential energy governing the whole process of fracture including crack initiation, branching or merging. Then, a discretization of system of equation is derived, in which the key aspect is that for the correctness of fracture phenomena, a split into tensile and compressive terms of the strain energy is performed, which allows crack to occur in tension, not in compression. For numerical analysis, standard finite element shape functions are used for both primary fields including displacements and phase field. A staggered scheme which solves the two fields of the problem separately is utilized for solution step and illustrated with a segment of Python code.
引用
收藏
页码:417 / 428
页数:11
相关论文
共 129 条
[1]  
Budarapu P R(2014)Efficient coarse graining in multiscale modeling of fracture Theoretical and Applied Fracture Mechanics 69 126-143
[2]  
Gracie R Y S(2014)A computational library for multiscale modeling of material failure Computational Mechanics 53 1047-1071
[3]  
Zhuang X(1921)The phenomena of rupture and flow in solids Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences 221 163-198
[4]  
Rabczuk T(1957)Analysis of stresses and strains near the end of a crack traversing a plate Journal of Applied Mechanics 24 361-364
[5]  
Talebi H(1999)A finite element method for crack growth without remeshing International Journal for Numerical Methods in Engineering 46 131-150
[6]  
Silani M(2004)Cracking particles: A simplified meshfree method for arbitrary evolving cracks International Journal for Numerical Methods in Engineering 61 2316-2343
[7]  
Bordas S P A(2007)A meshfree method based on the local partition of unity for cohesive cracks Computational Mechanics 39 743-760
[8]  
Kerfriden P(2008)A new crack tip element for the phantom-node method with arbitrary cohesive cracks International Journal for Numerical Methods in Engineering 75 577-599
[9]  
Rabczuk T(2007)A meshfree thin shell method for non-linear dynamic fracture International Journal for Numerical Methods in Engineering 72 524-548
[10]  
Griffith A A(2010)A simple and robust three-dimensional cracking-particle method without enrichment Computer Methods in Applied Mechanics and Engineering 199 2437-2455