Effect of compressive strength and tensile reinforcement ratio on flexural behavior of high-strength concrete beams-Reference-Cited by-同舟云学术

Effect of compressive strength and tensile reinforcement ratio on flexural behavior of high-strength concrete beams

Published:2000-05 Issue:5 Volume:22 Page:413-423
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ashour Samir A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference20 articles.

1. ACI Committee 363. State of the art Report on high strength concrete (ACI 363R-92). American Concrete Institute, Detroit, 1992, 55 pp.

2. Nilson AH. Design implications of current research on high strength concrete, High-Strength Concrete, ACI SP-87. American Concrete Institute, Detroit, 1987:85–109.

3. Swamy RN. High-strength concrete-material properties and structural behavior, High-Strength Concrete, ACI SP-87. American Concrete Institute, Detroit, 1987:110–146.

4. Mechanical properties of high-strength fiber reinforced concrete;Wafa;ACI Materials Journal,1992

5. ACI Committee 318. Building code requirements for structural concrete (ACI318-95). American Concrete Institute, Detroit, 1995:369.

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