Spacing of Cracks in Reinforced Concrete Based on a Variable Transfer Length Model-Reference-Cited by-同舟云学术

Spacing of Cracks in Reinforced Concrete Based on a Variable Transfer Length Model

Published:2018-07 Issue:7 Volume:144 Page:04018090
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Murray Angus¹^ORCID,Gilbert Raymond Ian²,Castel Arnaud³

Affiliation:

1. Ph.D. Candidate, School of Civil and Environmental Engineering, Univ. of New South Wales, Kensington, NSW 2052, Australia (corresponding author). ORCID: .

2. Emeritus Professor, School of Civil and Environmental Engineering, Univ. of New South Wales, Kensington, NSW 2052, Australia.

3. Associate Professor, School of Civil and Environmental Engineering, Univ. of New South Wales, Kensington, NSW 2052, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002095

Reference29 articles.

1. Insights into the cracking and tension stiffening behaviour of reinforced concrete tension members revealed by computer modelling

2. Cracking and deformation of axially reinforced members subjected to pure tension

3. Models for flexural cracking in concrete: the state of the art

4. Instantaneous Stiffness of Cracked Reinforced Concrete Including Steel-Concrete Interface Damage and Long-Term Effects

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