Failure criteria with unilateral conditions for simulation of plate perforation

被引:22
作者
Kane, A. [1 ,2 ,4 ]
Borvik, T. [1 ,2 ,3 ]
Berstad, T. [1 ,2 ,4 ]
Benallal, A. [5 ]
Hopperstad, O. S. [1 ,2 ]
机构
[1] Norwegian Univ Sci & Technol, Struct Impact Lab SIMLab, NO-7491 Trondheim, Norway
[2] Norwegian Univ Sci & Technol, Dept Struct Engn, NO-7491 Trondheim, Norway
[3] Norwegian Def Estates Agcy, Dept Res & Dev, NO-0015 Oslo, Norway
[4] SINTEF Mat & Chem, Appl Mech & Corros, NO-7465 Trondheim, Norway
[5] Univ Paris 06, CNRS, LMT ENS Cachan, PRES UniverSud Paris, F-94230 Cachan, France
关键词
Penetration; Adiabatic shear bands; Damage mechanics; STEEL PLATES; FRACTURE; SHEAR; TRIAXIALITY; STRAIN; VOIDS; MODEL;
D O I
10.1016/j.euromechsol.2011.02.003
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Finite element analysis of plate perforation is performed using a thermoelastic-thermoviscoplastic constitutive model and two uncoupled damage criteria with unilateral conditions. The first criterion is based on continuum damage mechanics, while the second is the Cockcroft-Latham criterion. Fracture is assumed to occur at a critical damage, and crack propagation is modelled with element erosion. The identification of the material parameters is based on inverse modelling of a uniaxial tension test. The constitutive model and damage criteria are applied in explicit finite element analysis of the perforation of a 12 mm thick steel plate struck by a blunt projectile in the sub-ordinance velocity regime. The results show the importance of the unilateral conditions in obtaining accurate prediction of the adiabatic shear banding process. The two fracture criteria have comparable dependence on the stress triaxiality and the Lode parameter when the microcrack-closure parameter is set to zero in the criterion based on continuum damage mechanics, and give similar failure mode and ballistic limit in the plate perforation problem. (C) 2011 Elsevier Masson SAS. All rights reserved.
引用
收藏
页码:468 / 476
页数:9
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