Experimental study on crack behavior with repeated load near the middle supports of continuous composite girder bridges

Takashi Kamiya, Nozomu Taniguchi, Haruhisa Ikariyama, Teruhiko Yoda

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

This research has aimed to understand the behaviors of the crack of the RC deck slab caused by a negative bending in the middle supports of continuous composite gider bridges.For the determination of stress and strains in cracked regions,the effect of tension stiffening of concrete on stresses in reinforcement has to be taken into account.It was confirmed from the fatigue tests that the crack width approaches to a certain value with the increase of the number of repeated cycles.

Original languageEnglish
Pages (from-to)25-34
Number of pages10
JournalDoboku Gakkai Ronbunshuu A
Volume63
Issue number1
DOIs
Publication statusPublished - 2007
Externally publishedYes

Fingerprint

Composite bridges
Cracks
Composite materials
Reinforcement
Fatigue of materials
Concretes

Keywords

  • Continuous composite girder
  • Crack
  • Fatigue
  • Perfobond strip
  • Steel fiber reinforcement
  • Tension stiffening

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Mechanics of Materials
  • Mechanical Engineering
  • Building and Construction

Cite this

Experimental study on crack behavior with repeated load near the middle supports of continuous composite girder bridges. / Kamiya, Takashi; Taniguchi, Nozomu; Ikariyama, Haruhisa; Yoda, Teruhiko.

In: Doboku Gakkai Ronbunshuu A, Vol. 63, No. 1, 2007, p. 25-34.

Research output: Contribution to journalArticle

Kamiya, Takashi ; Taniguchi, Nozomu ; Ikariyama, Haruhisa ; Yoda, Teruhiko. / Experimental study on crack behavior with repeated load near the middle supports of continuous composite girder bridges. In: Doboku Gakkai Ronbunshuu A. 2007 ; Vol. 63, No. 1. pp. 25-34.
@article{d116062fed6a429184ca81423b2095b4,
title = "Experimental study on crack behavior with repeated load near the middle supports of continuous composite girder bridges",
abstract = "This research has aimed to understand the behaviors of the crack of the RC deck slab caused by a negative bending in the middle supports of continuous composite gider bridges.For the determination of stress and strains in cracked regions,the effect of tension stiffening of concrete on stresses in reinforcement has to be taken into account.It was confirmed from the fatigue tests that the crack width approaches to a certain value with the increase of the number of repeated cycles.",
keywords = "Continuous composite girder, Crack, Fatigue, Perfobond strip, Steel fiber reinforcement, Tension stiffening",
author = "Takashi Kamiya and Nozomu Taniguchi and Haruhisa Ikariyama and Teruhiko Yoda",
year = "2007",
doi = "10.2208/jsceja.63.25",
language = "English",
volume = "63",
pages = "25--34",
journal = "Doboku Gakkai Ronbunshuu A",
issn = "1880-6023",
publisher = "Japan Society of Civil Engineers",
number = "1",

}

TY - JOUR

T1 - Experimental study on crack behavior with repeated load near the middle supports of continuous composite girder bridges

AU - Kamiya, Takashi

AU - Taniguchi, Nozomu

AU - Ikariyama, Haruhisa

AU - Yoda, Teruhiko

PY - 2007

Y1 - 2007

N2 - This research has aimed to understand the behaviors of the crack of the RC deck slab caused by a negative bending in the middle supports of continuous composite gider bridges.For the determination of stress and strains in cracked regions,the effect of tension stiffening of concrete on stresses in reinforcement has to be taken into account.It was confirmed from the fatigue tests that the crack width approaches to a certain value with the increase of the number of repeated cycles.

AB - This research has aimed to understand the behaviors of the crack of the RC deck slab caused by a negative bending in the middle supports of continuous composite gider bridges.For the determination of stress and strains in cracked regions,the effect of tension stiffening of concrete on stresses in reinforcement has to be taken into account.It was confirmed from the fatigue tests that the crack width approaches to a certain value with the increase of the number of repeated cycles.

KW - Continuous composite girder

KW - Crack

KW - Fatigue

KW - Perfobond strip

KW - Steel fiber reinforcement

KW - Tension stiffening

UR - http://www.scopus.com/inward/record.url?scp=70249129504&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=70249129504&partnerID=8YFLogxK

U2 - 10.2208/jsceja.63.25

DO - 10.2208/jsceja.63.25

M3 - Article

AN - SCOPUS:70249129504

VL - 63

SP - 25

EP - 34

JO - Doboku Gakkai Ronbunshuu A

JF - Doboku Gakkai Ronbunshuu A

SN - 1880-6023

IS - 1

ER -