Size effect and quasi-brittle fracture: the role of FPZ

被引:192
作者
Hu, Xiaozhi [1 ]
Duan, Kai [2 ,3 ]
机构
[1] Univ Western Australia, Sch Mech Engn, Perth, WA 6009, Australia
[2] PELM, Gladstone, Qld 4680, Australia
[3] CQ Univ, Fac Sci Engn & Hlth, Dept Infrastruct, Gladstone, Qld 4680, Australia
关键词
Fracture process zone (FPZ); Size effect (SE); Boundary effect (BE); Tensile strength; Fracture toughness; Scaling;
D O I
10.1007/s10704-008-9290-7
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Fracture process zone (FPZ), or the crack-tip damage zone created by crack-bridging and micro-cracking activities, in a specimen of a concrete-like material is comparable to the crack size and un-cracked ligament, so fracture is typically quasi-brittle. Increasing or decreasing the specimen size, quasi-brittle fracture transition occurs towards the toughness-controlled or strength-controlled fracture, which is known as size effect (SE). In this study it is shown that the "size-dependent" quasi-brittle fracture transition is actually due to the interaction of FPZ with the nearest structure boundary rather than the size variation, and the widely-accepted SE for geometrically-similar specimens of different sizes is only a special case of quasi-brittle fracture controlled by the FPZ/boundary interaction. Relevant SE relations are critically reviewed and explained by emphasizing the key SE mechanism, FPZ/boundary interaction.
引用
收藏
页码:3 / 14
页数:12
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