Stress–Strain Relationship of Unconfined RPC Reinforced with Steel Fibers under Compression-Reference-Cited by-同舟云学术

Stress–Strain Relationship of Unconfined RPC Reinforced with Steel Fibers under Compression

Published:2018-10 Issue:10 Volume:30 Page:04018234
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Al-Tikrite Ahmed¹,Hadi Muhammad N. S.²

Affiliation:

1. Ph.D. Candidate, Structural Engineering, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia.

2. Associate Professor, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author).

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%29MT.1943-5533.0002445

Reference34 articles.

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2. Concrete the most widely used construction materials;Aitcin P.;ACI Spec. Publ.,1995

3. Mechanical properties of reactive powder concrete containing industrial and waste steel fibres at different ratios under compression

4. Banthia N. and J. Sheng. 1990. “Micro-reinforced cementitious materials.” In Vol. 11 of MRS Online Proc. Library Archive. Cambridge UK: Cambridge University Press.

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