Instantaneous Stiffness of Cracked Reinforced Concrete Including Steel-Concrete Interface Damage and Long-Term Effects-Reference-Cited by-同舟云学术

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

Published:2014-06 Issue:6 Volume:140 Page:04014021
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Castel Arnaud¹,Gilbert Raymond Ian²,Ranzi Gianluca³

Affiliation:

1. Associate Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney 2052, Australia (corresponding author).

2. Emeritus Professor, Centre for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney 2052, Australia.

3. Centre for Advance Structural Engineering, Univ. of Sydney, Sydney 2008, 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.0000954

Reference10 articles.

1. Deflection Calculation of FRP Reinforced Concrete Beams Based on Modifications to the Existing Branson Equation

2. Modeling of steel and concrete strains between primary cracks for the prediction of cover-controlled cracking in RC-beams

3. Effective Tension Active Cross-Section of Reinforced Concrete Beams After Cracking

4. Finite-Element Modeling to Calculate the Overall Stiffness of Cracked Reinforced Concrete Beams

5. CEB-FIP. (1999). Updated knowledge of the CEB-FIP model code 1990 structural concrete Vol. 1.

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