THE DAMAGE PROCESS IN A FINITE‐SIZED BRITTLE SPECIMEN WITH INTERACTING MICROCRACKS

Fatigue and Fracture of Engineering Materials and Structures - Tập 20 Số 8 - Trang 1105-1115 - 1997
Andrea Carpinteri1, Guangye Yang1,2
1Department of Structural Engineering, Politecnico di Torino, 10129 Torino, Italy
2On leave from the Dept. of Civil Engineering, Tsinghua University, Beijing, China.

Tóm tắt

Abstract— The whole damage process in a finite sized specimen with interacting microcracks is simulated by a method combining the closed form crack solutions with boundary elements. Interactions among microcracks and boundary elements are taken into account with an explicit interaction matrix. A coalescence criterion is assumed to rule the intersection behaviour and propagation arrest. The fatal coalescence cluster resulting in the failure of the specimen, out of many intersections of propagating microcracks, is identified with a particular coalescence matrix. The numerical model proposed in this paper can be used to simulate the damage process in a brittle specimen of any shape, under arbitrary plane stress conditions.

Từ khóa


Tài liệu tham khảo

10.1098/rsta.1986.0101

10.1016/0020-7683(87)90030-8

10.1007/BF00018929

Guo‐ping Yang, 1993, Interaction and propagation of random microcracks in compression, Studi e Ricerche, Italy, 14, 121

10.1016/0167-8442(96)00009-2

Sneddon I. N., 1969, Crack Problems in The Classical Theory of Elasticity, 29

Guo‐ping Yang, 1991, Proc. of Intl. Symp. on Concrete Engng., 186

10.1115/1.3167130

10.1016/0013-7944(95)00161-1