Crack Model for RC Members Based on Compatibility of Stress-Transfer and Mean-Strain Approaches-Reference-Cited by-同舟云学术

Crack Model for RC Members Based on Compatibility of Stress-Transfer and Mean-Strain Approaches

Published:2017-09 Issue:9 Volume:143 Page:04017105
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kaklauskas Gintaris¹

Affiliation:

1. Member of Academy of Sciences of Lithuania, Professor, Head of the Dept. of Bridges and Special Structures, Vilnius Gediminas Technical Univ., Vilnius 10221, Lithuania.

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.0001842

Reference31 articles.

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2. The influence of the parameterϕ/ρeffon crack widths

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

4. Crack width and crack spacing in reinforced concrete members;Broms B. B.;ACI J.,1965

5. Calderón B. E. (2008). “Estudio experimental de la fisuración en piezas de hormigón armado sometidas a flexión pura.” Ph.D. thesis Universidad Politécnica de Madrid Madrid Spain.

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