A review of literature and code requirements for the crack width limitations for design of concrete structures in serviceability limit states-Reference-Cited by-同舟云学术

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A review of literature and code requirements for the crack width limitations for design of concrete structures in serviceability limit states

Published:2019-01-02 Issue:2 Volume:20 Page:678-688
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Basteskår Mikael¹,Engen Morten²³^ORCID,Kanstad Terje³,Fosså Kjell T.⁴

Affiliation:

1. Concrete Structures AS Lysaker Norway

2. Multiconsult ASMarine facilities, Concrete Structures Oslo Norway

3. Department of Structural EngineeringNTNU ‐ Norwegian University of Science and Technology Trondheim Norway

4. Kværner AS, Concrete Solutions Stavanger Norway

Funder

Norges Forskningsråd

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.201800183

Reference61 articles.

1. fib Model Code 2010 Vol. 1 Final Draft fib bulletin 66 fédération internationale du béton 2012.

2. Cracks formed in concrete around deformed tension bars;Goto Y;ACI J,1971

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