Couple stresses and the fracture of rock

被引:6
作者
Atkinson, Colin [1 ,2 ]
Coman, Ciprian D. [2 ]
Aldazabal, Javier [3 ,4 ]
机构
[1] Univ London Imperial Coll Sci Technol & Med, Dept Math, London SW7 2AZ, England
[2] Schlumberger Gould Res Ctr, Cambridge, England
[3] CEIT, San Sebastian 20018, Spain
[4] Univ Navarra, Tecnun, San Sebastian 20018, Spain
来源
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES | 2015年 / 373卷 / 2038期
关键词
fracture mechanics; micropolar elasticity; singular perturbations; stress analysis; COSSERAT MODULI; HOMOGENIZATION; CRACK; DERIVATION; TIP;
D O I
10.1098/rsta.2014.0120
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
An assessment is made here of the role played by the micropolar continuum theory on the cracked Brazilian disc test used for determining rock fracture toughness. By analytically solving the corresponding mixed boundary-value problems and employing singular-perturbation arguments, we provide closed-form expressions for the energy release rate and the corresponding stress-intensity factors for both mode I and mode II loading. These theoretical results are augmented by a set of fracture toughness experiments on both sandstone and marble rocks. It is further shown that the morphology of the fracturing process in our centrally pre-cracked circular samples correlates very well with discrete element simulations.
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页数:23
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