Experimental study on a fatigue behavior near the intermediate supports of continuous composite girders with headed studs

Sawako Tomioka; Nozomu Taniguchi; Haruhisa Ikariyama; Teruhiko Yoda

doi:10.2208/jsceja.64.1002

Experimental study on a fatigue behavior near the intermediate supports of continuous composite girders with headed studs

Sawako Tomioka^*, Nozomu Taniguchi, Haruhisa Ikariyama, Teruhiko Yoda

^*Corresponding author for this work

Research output: Contribution to journal › Article › peer-review

1 Citation (Scopus)

Abstract

This experimental research aims to examine a fatigue behavior of concrete slabs and headed studs in a continuous steelconcrete composite girder under negative bending. In particular, the fatigue behavior near the intermediate supports is fully investigated by using test specimens. It follows from the present experimental study that the bond between studs and concrete and the bond between flange plate and concrete become weak after the fatigue loading, and that the tension stiffening effects of the concrete slabs are expected except the intermediate support where the negative bending moment becomes largest.

Original language	English
Pages (from-to)	1002-1016
Number of pages	15
Journal	Doboku Gakkai Ronbunshuu A
Volume	64
Issue number	4
DOIs	https://doi.org/10.2208/jsceja.64.1002
Publication status	Published - 2008
Externally published	Yes

Keywords

Continuous composite girder
Crack
Fatigue
Stud dubel
Tension stiffening

ASJC Scopus subject areas

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

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10.2208/jsceja.64.1002

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title = "Experimental study on a fatigue behavior near the intermediate supports of continuous composite girders with headed studs",

abstract = "This experimental research aims to examine a fatigue behavior of concrete slabs and headed studs in a continuous steelconcrete composite girder under negative bending. In particular, the fatigue behavior near the intermediate supports is fully investigated by using test specimens. It follows from the present experimental study that the bond between studs and concrete and the bond between flange plate and concrete become weak after the fatigue loading, and that the tension stiffening effects of the concrete slabs are expected except the intermediate support where the negative bending moment becomes largest.",

keywords = "Continuous composite girder, Crack, Fatigue, Stud dubel, Tension stiffening",

author = "Sawako Tomioka and Nozomu Taniguchi and Haruhisa Ikariyama and Teruhiko Yoda",

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volume = "64",

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journal = "Doboku Gakkai Ronbunshuu A",

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T1 - Experimental study on a fatigue behavior near the intermediate supports of continuous composite girders with headed studs

AU - Tomioka, Sawako

AU - Taniguchi, Nozomu

AU - Ikariyama, Haruhisa

AU - Yoda, Teruhiko

PY - 2008

Y1 - 2008

N2 - This experimental research aims to examine a fatigue behavior of concrete slabs and headed studs in a continuous steelconcrete composite girder under negative bending. In particular, the fatigue behavior near the intermediate supports is fully investigated by using test specimens. It follows from the present experimental study that the bond between studs and concrete and the bond between flange plate and concrete become weak after the fatigue loading, and that the tension stiffening effects of the concrete slabs are expected except the intermediate support where the negative bending moment becomes largest.

AB - This experimental research aims to examine a fatigue behavior of concrete slabs and headed studs in a continuous steelconcrete composite girder under negative bending. In particular, the fatigue behavior near the intermediate supports is fully investigated by using test specimens. It follows from the present experimental study that the bond between studs and concrete and the bond between flange plate and concrete become weak after the fatigue loading, and that the tension stiffening effects of the concrete slabs are expected except the intermediate support where the negative bending moment becomes largest.

KW - Continuous composite girder

KW - Crack

KW - Fatigue

KW - Stud dubel

KW - Tension stiffening

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JF - Doboku Gakkai Ronbunshuu A

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Experimental study on a fatigue behavior near the intermediate supports of continuous composite girders with headed studs

Abstract

Keywords

ASJC Scopus subject areas

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