Experimental study on the influence of the shape of the cross-section and the rebar arrangement on the fracture of LRC beams-Reference-Cited by-同舟云学术

Experimental study on the influence of the shape of the cross-section and the rebar arrangement on the fracture of LRC beams

Published:2006-06-08 Issue:3 Volume:39 Page:343-352
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Ruiz Gonzalo,Carmona Jacinto R.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11527-005-9006-7.pdf

Reference19 articles.

1. Bosco C, Carpinteri A, Debernardi PG (1990) Fracture of reinforced concrete: Scale effect and snap-back instability, Engineering Fracture Mechanics 35(4–5): 228–236.

2. Bosco C, Carpinteri A, Debernardi PG (1990) Minimum reinforcement in high-strength concrete, Journal of structural engineering (ASCE) 116(2): 427–437.

3. Hededal O, Kroon IB (1991) Lightly Reinforced High-Strength Concrete (M. Sc. Thesis, University of ˚Aalborg, Denmark).

4. Baluch MH, Azad AK, Ashmawi W (1992) Fracture mechanics application to reinforced concrete members in flexure, in A. Carpinteri, editor, Applications of fracture mechanics to reinforced concrete (Elsevier, London), pp. 413–436.

5. Ulfkjær JP, Hededal O, Kroon I, Brincker R (1994) Simple application of fictitious crack model, in H. Mihashi, H. Okamura, Z. P. Bazant, eds., Size effect in concrete structures (E & FN Spon, London), pp. 281–292.

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