Mesomechanical Investigation of the Relationship between the Length of the Fracture Process Zone and Crack Extensions in Concrete
Author:
Publisher
Pleiades Publishing Ltd
Subject
Surfaces and Interfaces,Mechanics of Materials,Condensed Matter Physics,General Materials Science
Link
http://link.springer.com/content/pdf/10.1134/S1029959920060053.pdf
Reference41 articles.
1. Barenblatt, G.I., Concerning Equilibrium Cracks Forming During Brittle Fracture. The Stability of Isolated Cracks. Relationships with Energetic Theories, J. Appl. Math. Mech., 1959, vol. 23, no. 5, pp. 1273–1282.
2. Dugdale, D.S., Yielding of Steel Sheets Containing Slits, J. Mech. Phys. Solids, 1960, vol. 8, no. 2, pp. 100–104.
3. Hillerborg, A., Modéer, M., and Petersson, P.E., Analysis of Crack Formation and Crack Growth in Concrete by Means of Fracture Mechanics and Finite Elements, Cem. Concr. Res., 1976, vol. 6, no. 6, pp. 773–782.
4. Bažant, Z.P. and Oh, B.H., Crack Band Theory for Fracture of Concrete, Mater. Struct., 1983, vol. 16, no. 3, pp. 155–177.
5. Cedolin, L., Poli, S.D., and Iori, I., Experimental Determination of the Fracture Process Zone in Concrete, Cem. Concr. Res., 1983, vol. 13, no. 4, pp. 557–567.
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