A novel thermo-mechanical local damage model for quasi-brittle fracture analysis

被引:6
作者
Pham, Manh Van [1 ,2 ]
Nguyen, Minh Ngoc [1 ,3 ]
Bui, Tinh Quoc [1 ,3 ]
机构
[1] Duy Tan Univ, Duy Tan Res Inst Computat Engn DTRICE, Ho Chi Minh City 700000, Vietnam
[2] Univ Architecture Ho Chi Minh City, Ho Chi Minh City 700000, Vietnam
[3] Duy Tan Univ, Fac Civil Engn, Da Nang 550000, Vietnam
关键词
Thermo-elastic-damage; Local damage; Bi-energy norm; FEM; Quasi-brittle fracture; GRADIENT-ENHANCED DAMAGE; FINITE-ELEMENT-METHOD; PHASE-FIELD MODELS; CRACK-GROWTH; FAILURE CRITERIA; CONCRETE; PROPAGATION; NONORDINARY; INITIATION;
D O I
10.1016/j.tafmec.2024.104329
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper is devoted to numerical investigation of quasi -brittle fracture under thermal -elastic loading condition using a novel thermal -mechanical local damage model associated with the enhanced bi-energy norm based equivalent strain. In contrast to the non -local or gradient -enhanced damage models, a local damage counterpart generally requires less computational effort. The common mesh -dependent issue encountered in the local approaches is here mitigated by incorporation of fracture energy and element characteristic length into the calculation of damage evolution. Equivalent strain is derived based on the so-called bi-energy norm concept and the recent Mazars' criterion. Here, the damage evolution is induced by both the mechanical and thermal loads, in which both stress and thermal conductance capacity are reduced across the damage zone. In this work, we present an efficient staggered scheme to solve the coupled thermal -mechanical damage equations. The performance and accuracy of the developed model are validated via several numerical examples of quasistatic crack growth problems, in which comparisons between the computed results and reference solutions from other numerical approaches and/or experiments are presented.
引用
收藏
页数:17
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