A computational framework for crack propagation along contact interfaces and surfaces under load

被引:3
作者
Athanasiadis, Ignatios [1 ]
Shvarts, Andrei G. [1 ]
Ullah, Zahur [1 ,2 ]
Lewandowski, Karol [1 ]
Pearce, Chris J. [1 ]
Kaczmarczyk, Lukasz [1 ]
机构
[1] Univ Glasgow, James Watt Sch Engn, Glasgow Computat Engn Ctr GCEC, Glasgow G12 8QQ, Scotland
[2] Queens Univ Belfast, Sch Mech & Aerosp Engn, Adv Composites Res Grp ACRG, Belfast BT9 5AH, North Ireland
关键词
Configurational forces; Implicit crack propagation; Brittle fracture; Mortar contact; Hierarchical base; FINITE-ELEMENT-METHOD; FRICTIONAL CONTACT; FRETTING FATIGUE; DEFORMATION CONTACT; MIXED FORMULATION; MATERIAL FORCES; FRACTURE; GROWTH; CONSISTENT; DAMAGE;
D O I
10.1016/j.cma.2023.116129
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We present the first implicit computational framework for simulating crack propagation along contact interfaces and surfaces under load in three-dimensional bodies, which is distinct from modelling the contact interaction associated with crack closure. We restrict ourselves to brittle fracture and frictionless contact and focus on numerical challenges associated with the coupling of unilateral constraints emerging from the Griffith's criterion and the contact conditions. The formulation is based on the configurational mechanics framework and is solved using the finite element method. The approach utilises a monolithic Arbitrary Lagrangian-Eulerian formulation permitting simultaneous resolution of crack propagation and unilateral contact constraints. Contact is embedded in the model using the well-known mortar contact formulation. Evolving cracks are explicitly modelled as displacement discontinuities within the mesh. Heterogeneous approximation of arbitrary order is used to discretise spatial displacements, enabling hp-adaptive refinement around the crack front and the contact interfaces traversed by the crack. The result is a holistic approach which handles issues associated with thermodynamic consistency, numerical accuracy and robustness of the computational scheme. Several numerical examples are presented to verify the model formulation and implementation; they also highlight how contact pressure and load applied on surfaces traversed by cracks influence their propagation. The robustness of the approach is validated by comparison of our simulations with existing numerical results and an industrial experiment involving cracks of complex morphologies propagating along contact interfaces between multiple deformable bodies. & COPY; 2023 The Author(s). Published by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
引用
收藏
页数:38
相关论文
共 110 条
[1]   Hierarchic finite element bases on unstructured tetrahedral meshes [J].
Ainsworth, M ;
Coyle, J .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2003, 58 (14) :2103-2130
[2]   Essential boundary conditions and multi-point constraints in finite element analysis [J].
Ainsworth, M .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2001, 190 (48) :6323-6339
[3]   A MIXED FORMULATION FOR FRICTIONAL CONTACT PROBLEMS PRONE TO NEWTON LIKE SOLUTION METHODS [J].
ALART, P ;
CURNIER, A .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1991, 92 (03) :353-375
[4]   Prediction of non-propagating fretting fatigue cracks in Ti6Al4V sheet tested under pin-in-dovetail configuration: Experimentation and numerical simulation [J].
Anjum, Zeeshan ;
Qayyum, Faisal ;
Khushnood, Shahab ;
Ahmed, Sagheer ;
Shah, Masood .
MATERIALS & DESIGN, 2015, 87 :750-758
[5]   High-order polygonal discontinuous Petrov-Galerkin (PolyDPG) methods using ultraweak formulations [J].
Astaneh, Ali Vaziri ;
Fuentes, Federico ;
Mora, Jaime ;
Demkowicz, Leszek .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2018, 332 :686-711
[6]  
Athanasiadis I., 2022, COMPUT METHOD APPL M, V324, P54, DOI [10.5281/zenodo.7004541, DOI 10.5281/ZENODO.7004541]
[7]  
Athanasiadis I., 2023, SUPPLEMENTARY MAT, DOI [10.5281/zenodo.8047510, DOI 10.5281/ZENODO.8047510]
[8]   Hybrid discrete element/finite element method for fracture analysis [J].
Azevedo, N. Monteiro ;
Lemos, J. V. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (33-36) :4579-4593
[9]  
Babuska I, 1997, INT J NUMER METH ENG, V40, P727, DOI 10.1002/(SICI)1097-0207(19970228)40:4<727::AID-NME86>3.0.CO
[10]  
2-N