Cohesive model approach to the nucleation and propagation of cracks due to a thermal shock

被引:4
作者
Cyron, Christian J. [1 ]
Marigo, Jean-Jacques [1 ]
Sicsic, Paul [1 ,2 ]
机构
[1] Ecole Polytech, Lab Mecan Solides, UMR 7549, F-91128 Palaiseau, France
[2] Lafarge Ctr Rech, F-38290 St Quentin Fallavier, France
关键词
Thermal shock; Cohesive surface energy; Crack initiation; Micro-cracks; Stability; VARIATIONAL APPROACH; BRITTLE SOLIDS; FRACTURE; INITIATION; GROWTH; RELAXATION; PATTERNS; ENERGY;
D O I
10.1007/s10704-013-9919-z
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper studies the initiation of cohesive cracks in the thermal shock problem through a variational analysis. A two-dimensional semi-infinite slab with an imposed temperature drop on its free surface is considered. Assuming that cracks are periodically distributed and orthogonal to the surface, at short times we show that the optimum is a distribution of infinitely close cohesive cracks. This leads us to introduce a homogenized effective behavior which reveals to be stable for small times, thanks to the irreversibility. At a given loading cracks with a non-cohesive part nucleate. We characterize the periodic array of these macro-cracks between which the micro-cracks remain. Finally, for longer times, the cohesive behavior converges towards that from Griffith's evolution law. Numerical investigations complete and quantify the analytical results.
引用
收藏
页码:51 / 75
页数:25
相关论文
共 30 条
[1]   Construction and justification of Paris-like fatigue laws from Dugdale-type cohesive models [J].
Abdelmoula R. ;
Marigo J.-J. ;
Weller T. .
Annals of Solid and Structural Mechanics, 2010, 1 (03) :139-158
[2]  
[Anonymous], 1920, The phenomena of Rupture and Flow in Solids
[3]  
[Anonymous], 1989, Direct Methods in the Calculus of Variations, Applied Mathematical Sciences, DOI DOI 10.1007/978-3-642-51440-1
[4]   THERMAL-SHOCK CRACK PATTERNS EXPLAINED BY SINGLE AND MULTIPLE CRACK-PROPAGATION [J].
BAHR, HA ;
FISCHER, G ;
WEISS, HJ .
JOURNAL OF MATERIALS SCIENCE, 1986, 21 (08) :2716-2720
[5]   Scaling behavior of thermal shock crack patterns and tunneling cracks driven by cooling or drying [J].
Bahr, Hans-Achim ;
Weiss, Hans-Juergen ;
Bahr, Ute ;
Hofmann, Martin ;
Fischer, Gottfried ;
Lampenscherf, Stefan ;
Balke, Herbert .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2010, 58 (09) :1411-1421
[6]  
Ball J.M., 1989, Analysis and continuum mechanics, P647
[7]  
Barenblatt GI, 1962, Adv Appl Mech, V7, P55, DOI [10.1016/S0065-2156(08)70121-2, DOI 10.1016/S0065-2156(08)70121-2]
[8]   Cohesive fracturing and stresses caused by hydration heat in massive concrete wall [J].
Bazant, ZP ;
Kim, JK ;
Jeon, SE .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2003, 129 (01) :21-30
[9]   STABILITY AND POST-CRITICAL GROWTH OF A SYSTEM OF COOLING OR SHRINKAGE CRACKS [J].
BAZANT, ZP ;
OHTSUBO, H ;
AOH, K .
INTERNATIONAL JOURNAL OF FRACTURE, 1979, 15 (05) :443-456
[10]   Relaxation of some multi-well problems [J].
Bhattacharya, K ;
Dolzmann, G .
PROCEEDINGS OF THE ROYAL SOCIETY OF EDINBURGH SECTION A-MATHEMATICS, 2001, 131 :279-320