Simplified time‐dependent crack width prediction for fiber reinforced concrete flexural members-Reference-Cited by-同舟云学术

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Simplified time‐dependent crack width prediction for fiber reinforced concrete flexural members

Published:2021-03-17 Issue:3 Volume:22 Page:1549-1560
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Watts Murray J.¹,Amin Ali¹^ORCID,Gilbert Raymond I.²,Kaufmann Walter³,Minelli Fausto⁴^ORCID

Affiliation:

1. School of Civil Engineering The University of Sydney Sydney Australia

2. School of Civil and Environmental Engineering UNSW Sydney Sydney Australia

3. Institute of Structural Engineering (IBK) Zürich Switzerland

4. DICATAM ‐ Department of Civil, Environmental Architectural Engineering and Mathematics, University of Brescia Brescia Italy

Funder

Australian Research Council

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000683

Reference34 articles.

1. Cracking behavior of steel fiber reinforced concrete members containing conventional reinforcement;Deluce JR;ACI Struct J,2013

2. Effects of Fibre Geometry and Volume Fraction on the Flexural Behaviour of Steel-Fibre Reinforced Concrete

3. An overview of the fatigue behaviour of plain and fibre reinforced concrete

4. Evaluation of crack width in FRC structures and application to tunnel linings

5. DAfStB. Richtlinie Stahlfaserbeton (Directive for SFRC). Deutscher Ausschuss fur Stahlbeton Germany ‐ (In German); 2012.

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Shrinkage cracking in restrained FRC members containing conventional reinforcement;Structural Concrete;2023-11-03

2. Time‐dependent elongation and cracking behavior of fiber reinforced concrete tension chords;Structural Concrete;2022-11-29

3. Time-dependent deformation and cracking behaviour of FRC beams;Engineering Structures;2022-10

4. High‐temperature effect on mechanical properties of fiber reinforced concretes including waste tire rubber;Structural Concrete;2022-05-27

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