Energy approach to brittle fracture in strain-gradient modelling

被引:104
作者
Placidi, Luca [1 ,3 ,4 ]
Barchiesi, Emilio [2 ,3 ,4 ]
机构
[1] Univ Telemat Int UNINETTUNO, Fac Ingn, Corso Vittorio Emanuele 2 39, I-00186 Rome, Italy
[2] Univ Roma La Sapienza, Dipartimento Ingn Strutturale & Geotecn, Via Eudossiana 18, I-00184 Rome, Italy
[3] Univ Aquila, Int Res Ctr M&MoCS, Via Giovanni Gronchi 18, I-67100 Laquila, Italy
[4] Natl Res Lobachevsky State Univ Nizhni Novgorod, Res Inst Mech, Nizhnii Novgorod, Russia
来源
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES | 2018年 / 474卷 / 2210期
关键词
fracture mechanics; strain-gradient modelling; variational principles; brittle fracture; PHASE-FIELD DESCRIPTION; B-SPLINE INTERPOLATION; DAMAGE MODEL; NUMERICAL EXPERIMENTS; VARIATIONAL APPROACH; CRACK-PROPAGATION; DUCTILE FRACTURE; ENHANCED DAMAGE; FINITE STRAINS; ELASTICITY;
D O I
10.1098/rspa.2017.0878
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
In this paper, we exploit some results in the theory of irreversible phenomena to address the study of quasi-static brittle fracture propagation in a two-dimensional isotropic continuum. The elastic strain energy density of the body has been assumed to be geometrically nonlinear and to depend on the strain gradient. Such generalized continua often arise in the description of microstructured media. These materials possess an intrinsic length scale, which determines the size of internal boundary layers. In particular, the non-locality conferred by this internal length scale avoids the concentration of deformations, which is usually observed when dealing with local models and which leads to mesh dependency. A scalar Lagrangian damage field, ranging from zero to one, is introduced to describe the internal state of structural degradation of the material. Standard Lame and second-gradient elastic coefficients are all assumed to decrease as damage increases and to be locally zero if the value attained by damage is one. This last situation is associated with crack formation and/or propagation. Numerical solutions of the model are provided in the case of an obliquely notched rectangular specimen subjected to monotonous tensile and shear loading tests, and brittle fracture propagation is discussed.
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页数:19
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