Stress–Strain Behavior of Helically Confined RPC Columns Reinforced with Steel Fibers under Concentric Loading-Reference-Cited by-同舟云学术

Stress–Strain Behavior of Helically Confined RPC Columns Reinforced with Steel Fibers under Concentric Loading

Published:2020-06 Issue:6 Volume:32 Page:04020151
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^ORCID

Affiliation:

1. Ph.D. Candidate, Structural Engineering, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2500, Australia.

2. Associate Professor, School of Civil, Mining and Environmental Engineering, Univ. of Wollongong, Wollongong, NSW 2500, Australia (corresponding author). ORCID: .

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.1943-5533.0003222

Reference32 articles.

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

2. Influence of Steel Fibres on the Behaviour of RPC Circular Columns Under Different Loading Conditions

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

4. Behavior of columns constructed with fibers and self-consolidating concrete;Aoude H.;ACI Struct. J.,2009

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