Fatigue Analysis of RC Slabs and Repaired RC Slabs Based on Crack Bridging Degradation Concept-Reference-Cited by-同舟云学术

Fatigue Analysis of RC Slabs and Repaired RC Slabs Based on Crack Bridging Degradation Concept

Published:2006-06 Issue:6 Volume:132 Page:939-948
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Suthiwarapirak Peerapong¹²,Matsumoto Takashi¹²

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, The Univ. of Tokyo, Tokyo 113-8656, Japan (corresponding author). E-mail: peerapong@ohriki.t.u-tokyo.ac.jp

2. Associate Professor, Dept. of Civil Engineering, The Univ. of Tokyo, Tokyo 113-8656, Japan.

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%290733-9445%282006%29132%3A6%28939%29

Reference14 articles.

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2. From micromechanics to structural engineering – The design of cementitious composites for civil engineering applications;Li V. C.;J. Struct. Mech. Earthquake Eng.,1993

3. Large volume, high-performance applications of fibers in civil engineering

4. Fatigue crack growth analysis of fiber reinforced concrete with effect of interfacial bond degradation

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