Modeling of fracture in plates using a Graph-Based Finite Element Analysis (GraFEA)

被引:0
作者
Velayudhan, Sachin [1 ]
Srinivasa, Arun R. [1 ]
Thamburaja, Prakash [1 ,2 ]
Reddy, J. N. [1 ]
机构
[1] Texas A&M Univ TAMU, J Mike Walker Dept Mech Engn 66, College Stn, TX 77843 USA
[2] Univ Kebangsaan Malaysia, Dept Mech & Mfg Engn, Bangi 43600, Malaysia
关键词
Graph-based FEA; Plate; Quasi-brittle materials; Nonlocal constitutive model; Fracture modeling; Numerical results; PERIDYNAMIC MODEL; STRENGTH; SHELLS; DAMAGE;
D O I
10.1016/j.jmps.2025.106196
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This study is focused on a thermodynamically consistent fracture model for brittle and quasi-brittle plates using a Graph-based Finite Element Analysis (GraFEA) approach. Previous studies (Srinivasa et al., 2021, Thamburaja et al. 2021) formulated a graph-based approach in two and three dimensions, implementing it in Abaqus/Explicit with a vectorized user material subroutine (VUMAT). However, conducting a three-dimensional simulation can be computationally demanding when dealing with thin structures like plates and shells, where the planar dimensions are much larger than the thickness. Hence, in this study, a model based on GraFEA, which describes the deformation kinematics of the plate using the First-order Shear Deformation Theory (FSDT), is proposed. The fundamental idea of this model is the presence of multiple microcrack planes traversing through a material point on the top and bottom surfaces of the plate. The state of a crack plane evolves based on the probabilistic description of microcracks at the top and bottom half of the plate (Srinivasa et al., 2021, Thamburaja et al. 2021). An elastic predictor-fracture corrector method and a velocity-verlet algorithm are used to solve the static and dynamic versions of the governing equations in a finite element framework. It is shown that the proposed formulation compares well with the numerical results from the GraFEA 2D and GraFEA 3D simulations as well as experimental observations from the literature at a much lower computational cost. With this model, complex fracture patterns of plates under static and dynamic loading can be simulated in a few minutes on a laptop computer as compared to several hours or days on a supercomputer for a full 3D simulation.
引用
收藏
页数:23
相关论文
共 51 条
[1]   Phase-field modeling of brittle fracture along the thickness direction of plates and shells [J].
Ambati, Marreddy ;
Heinzmann, Jonas ;
Seiler, Martha ;
Kaestner, Markus .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2022, 123 (17) :4094-4118
[2]   Phase-field modeling of brittle and ductile fracture in shells with isogeometric NURBS-based solid-shell elements [J].
Ambati, Marreddy ;
De Lorenzis, Laura .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2016, 312 :351-373
[3]   Phase-field modeling of fracture in linear thin shells [J].
Amiri, F. ;
Millan, D. ;
Shen, Y. ;
Rabczuk, T. ;
Arroyo, M. .
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2014, 69 :102-109
[4]   Phase-field analysis of finite-strain plates and shells including element subdivision [J].
Areias, P. ;
Rabczuk, T. ;
Msekh, M. A. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2016, 312 :322-350
[5]   Finite strain fracture of plates and shells with configurational forces and edge rotations [J].
Areias, P. ;
Rabczuk, T. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2013, 94 (12) :1099-1122
[6]   Non-linear analysis of shells with arbitrary evolving cracks using XFEM [J].
Areias, PMA ;
Belytschko, T .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2005, 62 (03) :384-415
[7]  
ASTM, 2019, Standard ASTM C1499-19
[8]  
ASTM, 2020, Standard ASTM C1550-20
[9]   NONLOCAL CONTINUUM DAMAGE, LOCALIZATION INSTABILITY AND CONVERGENCE [J].
BAZANT, ZP ;
PIJAUDIERCABOT, G .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1988, 55 (02) :287-293
[10]  
Bazant ZP, 1986, APPLIED MECHANICS RE, V39, P675, DOI DOI 10.1115/1.3143724