An improvement to Eurocode 2 andfibModel Code 2010 methods for calculating crack width in RC structures-Reference-Cited by-同舟云学术

An improvement to Eurocode 2 andfibModel Code 2010 methods for calculating crack width in RC structures

Published:2016-08-23 Issue:3 Volume:17 Page:365-376
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:

Author:

Debernardi Pier Giorgio¹,Taliano Maurizio¹

Affiliation:

1. Department of Structural, Geotechnical & Building Engineering; Politecnico di Torino; Corso Duca degli Abruzzi, 24 10129 Torino Italy

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/suco.201500033/fullpdf

Reference20 articles.

1. The Influence of the Parameter ϕ/ρeff on Crack Widths;Beeby;Structural Concrete,2004

2. Rehm , G. Rüsch , H. Versuche mit Betonformstählen Teil I Deutscher Ausschuss für Stahlbeton 1963 140

3. Rehm , G. Rüsch , H. Versuche mit Betonformstählen Teil II Deutscher Ausschuss für Stahlbeton 1963 140

4. Rehm , G. Rüsch , H. Versuche mit Betonformstählen Teil III Deutscher Ausschuss für Stahlbeton 1964 165

5. Gergely , P. Lutz , L. A. Maximum Crack Width in Reinforced Concrete Flexural Members. Causes, Mechanism and Control of Cracking in Concrete, SP-20 American Concrete Institute Farmington Hills, MI 1968 87 117

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