Numerical Modeling of Concrete Confined by Fiber-Reinforced Composites-Reference-Cited by-同舟云学术

Numerical Modeling of Concrete Confined by Fiber-Reinforced Composites

Published:2004-08 Issue:4 Volume:8 Page:315-322
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Malvar L. Javier¹,Morrill Kenneth B.²,Crawford John E.²

Affiliation:

1. Principal Scientist, Karagozian & Case, 2550 N. Hollywood Way, Ste. 500, Burbank, CA 91505.

2. Principal, Karagozian & Case, 2550 N. Hollywood Way, Ste. 500, Burbank, CA 91505.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282004%298%3A4%28315%29

Reference44 articles.

1. ASCE. (1996). “The Oklahoma City building: Improving building performance through multi-hazard mitigation.” Federal Emergency Management Agency Rep. FEMA 277 New York.

2. ASTM. (1998). “Standard practice for capping cylindrical concrete specimens.” ASTM C 617 West Conshohocken Pa.

3. ASTM. (2000). “Standard practice for use of unbonded caps in determining compressive strength of hardened concrete cylinders.” ASTM C 1231 West Conshohocken Pa.

4. ASTM. (2001). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C 39 West Conshohocken Pa.

5. Chen W. F. (1982). Plasticity in reinforced concrete McGraw-Hill New York.

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