Modelling of Crack Growth Resistance Curves
作者： R. M. L. Foote , G. P. Steven
DOI: 10.1007/978-94-009-6914-8_21
关键词:
摘要: It has been postulated that cracking in fibre reinforced cement composites occurs when the effective stress intensity factor at tip of a crack reaches critical value Ki corresponding to initiation fracture matrix. This can be separated into two components K = KR + Kr where is cracked matrix if there were no fibres bridging crack, but load generate still applied, and due closing faces.
springer.com
sci-hub.st 参考文章(6)
David John Cartwright, D. P. Rooke, Compendium of stress intensity factors ,(1976)
J.E. Srawley, B. Gross, Stress intensity factors for bend and compact specimens Engineering Fracture Mechanics. ,vol. 4, pp. 587- 589 ,(1972) , 10.1016/0013-7944(72)90069-0
B. Harris, J. Varlow, C.D. Ellis, The fracture behaviour of fibre reinforced concrete Cement and Concrete Research. ,vol. 2, pp. 447- 461 ,(1972) , 10.1016/0008-8846(72)90059-2
Sidney Mindess, John S. Nadeau, Effect of notch width on KIC for mortar and concrete Cement and Concrete Research. ,vol. 6, pp. 529- 534 ,(1976) , 10.1016/0008-8846(76)90081-8
Fariborz Radjy, Torben C. Hansen, Fracture of hardened cement paste and concrete Cement and Concrete Research. ,vol. 3, pp. 343- 361 ,(1973) , 10.1016/0008-8846(73)90075-6
N J I Adams, H G Munro, The Relationship of the Resistance Curve and Gc to Specimen Configuration The Aeronautical Quarterly. ,vol. 28, pp. 28- 38 ,(1977) , 10.1017/S0001925900007903