Flexural Behavior of Steel Fiber Reinforced Concrete-Reference-Cited by-同舟云学术

Flexural Behavior of Steel Fiber Reinforced Concrete

Published:1999-05 Issue:2 Volume:11 Page:179-180
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:Journal of Materials in Civil Engineering

Author:

Maalej Mohamed,Lok T. S.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%281999%2911%3A2%28179%29

Reference5 articles.

1. Bazant Z. ( 1992). “Should design codes consider fracture mechanics size effect?” ACI SP-134: Concrete Design Based on Fracture Mechanics American Concrete Institute Detroit Mich 1–24.

2. Li V. C. and Hashida T. ( 1992). “Ductile fracture in cementitious materials?” Fracture Mechanics of Concrete Structures Z. P. Bazant ed. Elsevier Applied Science London 526–535.

3. Chen L. Mindess S. and Morgan D. R. ( 1994). “Specimen geometry and toughness of steel-fiber-reinforced concrete.” J. Mat. Civ. Engrg . ASCE. 6(4) 529–541.

4. Johnston D. ( 1982). “Steel fiber reinforced and plain concrete: Factors influencing flexural strength measurement.” ACI J. Proc . 79(2) 131–138.

5. Ward R. and Li V. C. ( 1990). “Dependence of flexural behavior of fiber reinforced mortar on fracture resistance and beam size.” J. Mat . 87(6) 627–637.

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