Specimen Geometry and Toughness of Steel‐Fiber‐Reinforced Concrete-Reference-Cited by-同舟云学术

Specimen Geometry and Toughness of Steel‐Fiber‐Reinforced Concrete

Published:1994-11 Issue:4 Volume:6 Page:529-541
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:Journal of Materials in Civil Engineering

Author:

Chen Lianrong,Mindess Sidney,Morgan Dudley R.

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%281994%296%3A4%28529%29

Reference4 articles.

1. “ASTM C1018‐89: Standard test method for flexural toughness and first‐crack strength of fiber‐reinforced concrete (using beam with third‐point loading).” (1991). 1991 Book of ASTM Standards: Part 04.02 . ASTM Philadelphia Pa.

2. “JSCE‐SF4: method of tests for flexural strength and flexural toughness of steel‐fiber‐reinforced concrete.” (1984). Concrete library of JSCE . Japan Society of Civil Engineers (JSCE) Tokyo Japan Vol. 3 58–61.

3. Kasperkiewicz J. and Skarendahl A. (1990). “Toughness estimation in FRC composites.” CBI Rep. 4:90 . Swedish Cement and Concrete Res. Inst. Stockholm Sweden.

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