A dynamic ductile failure analysis of shell structures using a nonlocal XFEM method with experimental validation

被引:6
作者
Wu, C. T. [1 ]
Ma, N. [2 ]
Guo, Y. [1 ]
Hu, W. [1 ]
Takada, K. [3 ]
Okada, H. [3 ]
Saito, K. [4 ]
机构
[1] LSTC, Livermore, CA 94551 USA
[2] Osaka Univ, CCWS, Osaka 5670047, Japan
[3] Honda Res & Dev Co Ltd, Automobile R&D Ctr, Sakura, Tochigi 3213393, Japan
[4] JSOL Corp, Engn Technol Div, Tokyo 1040053, Japan
关键词
Ductile; Damage; Nonlocal; Shell; XFEM; FINITE-ELEMENT-METHOD; FRACTURE-MECHANICS; CRACK-PROPAGATION; ELASTIC-DAMAGE; COHESIVE LAW; DISCONTINUITIES; FORMULATION; PLASTICITY; SIMULATION; GROWTH;
D O I
10.1016/j.advengsoft.2018.05.009
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper presents a finite element continuous-discontinuous approach for the dynamic ductile failure analysis of shell structures. The continuum damage model based on continuous displacements is used in the continuous stage to describe the diffuse micro-cracking in ductile failure of high-strength steel before a macro-crack is formed. In the context of a fully integrated shear deformable shell formulation, a nonlocal modeling procedure based on a projection of mid-plane reference surface is introduced to regularize the element-wise strain fields induced by the continuum damage model. In the discontinuous stage, an incorporation of velocity discontinuities in shell finite elements is pursued by XFEM method when the damage variable exceeds a critical value and the transition from a continuous to a discontinuous model is permitted. A phantom-node approach is employed in the XFEM method to simplify the numerical treatment of velocity discontinuities in the shell finite element formulation. Several numerical benchmarks are examined using the explicit dynamics analysis and the results are compared with the experimental data to demonstrate the effectiveness and accuracy of the proposed method.
引用
收藏
页码:1 / 12
页数:12
相关论文
共 46 条
[31]  
Moës N, 1999, INT J NUMER METH ENG, V46, P131, DOI 10.1002/(SICI)1097-0207(19990910)46:1<131::AID-NME726>3.0.CO
[32]  
2-J
[33]  
Oliver J, 1996, INT J NUMER METH ENG, V39, P3575, DOI 10.1002/(SICI)1097-0207(19961115)39:21<3575::AID-NME65>3.0.CO
[34]  
2-E
[35]   From continuum mechanics to fracture mechanics: the strong discontinuity approach [J].
Oliver, J ;
Huespe, AE ;
Pulido, MDG ;
Chaves, E .
ENGINEERING FRACTURE MECHANICS, 2002, 69 (02) :113-136
[36]   Localisation issues in local and nonlocal continuum approaches to fracture [J].
Peerlings, RHJ ;
de Borst, R ;
Brekelmans, WAM ;
Geers, MGD .
EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2002, 21 (02) :175-189
[37]   Continuous-discontinuous formulation for ductile fracture [J].
Ramos Seabra, Mariana Rita ;
Cesar de Sa, Jose M. A. ;
Andrade, Filipe X. C. ;
Pires, Francisco F. M. A. .
INTERNATIONAL JOURNAL OF MATERIAL FORMING, 2011, 4 (03) :271-281
[38]   From continuous to discontinuous failure in a gradient-enhanced continuum damage model [J].
Simone, A ;
Wells, GN ;
Sluys, LJ .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2003, 192 (41-42) :4581-4607
[39]   A method for dynamic crack and shear band propagation with phantom nodes [J].
Song, Jeong-Hoon ;
Areias, Pedro M. A. ;
Belytschko, Ted .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2006, 67 (06) :868-893
[40]   Dynamic Fracture of Shells Subjected to Impulsive Loads [J].
Song, Jeong-Hoon ;
Belytschko, Ted .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2009, 76 (05) :1-9