Analytical Calculation Model for Predicting Cracking Behavior of Reinforced Concrete Ties-Reference-Cited by-同舟云学术

Analytical Calculation Model for Predicting Cracking Behavior of Reinforced Concrete Ties

Published:2020-02 Issue:2 Volume:146 Page:04019206
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tan Reignard¹^ORCID,Hendriks Max A. N.²^ORCID,Geiker Mette³,Kanstad Terje³

Affiliation:

1. Structural Engineer, Dept. of Structural Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway; Multiconsult AS, Postboks 265 Skøyen, Nedre Skøyen vei 2, Oslo 0213, Norway (corresponding author). ORCID: .

2. Professor, Dept. of Structural Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway; Assistant Professor, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, 2628 CN Delft, Netherlands. ORCID:

3. Professor, Dept. of Structural Engineering, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway.

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.0002510

Reference35 articles.

1. Cracking analysis based on slip and bond stresses;Balázs G. L.;ACI Mater. J.,1993

2. The influence of the parameterϕ/ρeffon crack widths

3. Crack width variation within the concrete cover of reinforced concrete members

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

5. Braam C. R. 1990. “Control of crack width in deep reinforced concrete beams.” Ph.D. thesis Faculty of Civil Engineering Delft Univ. of Technology.

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