Flexural Crack Widths in Concrete Girders with High-Strength Reinforcement-Reference-Cited by-同舟云学术

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Flexural Crack Widths in Concrete Girders with High-Strength Reinforcement

Published:2012-09 Issue:5 Volume:17 Page:804-812
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Harries Kent A.¹,Shahrooz Bahram M.²,Soltani Amir³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261 (corresponding author).

2. Professor, School of Advanced Structures, Univ. of Cincinnati, Cincinnati, OH 45221.

3. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000306

Reference27 articles.

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3. Chloride ion transport in unsaturated ultra-high performance concrete cracks under high hydraulic pressures;Construction and Building Materials;2023-12

4. Experimental investigation on the flexural behavior of concrete beams reinforced with HRB635 high-strength steel reinforcement;Advances in Structural Engineering;2023-09-28

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