Structural performance of prestressed composite girders with corrugated steel plate webs

Deuck Hang Lee; Jae Yuel Oh; Hyun Kang; Kang Su Kim; Hyung Jun Kim; Heung Youl Kim

doi:10.1016/j.jcsr.2014.09.014

Structural performance of prestressed composite girders with corrugated steel plate webs

Deuck Hang Lee, Jae Yuel Oh, Hyun Kang, Kang Su Kim, Hyung Jun Kim, Heung Youl Kim

Department of Architectural Engineering

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

39 Scopus citations

Abstract

Performance of prestressed composite girder was evaluated by experiment and analysis.Accordion effect enhanced prestress introduction efficiency of wide flange girder.Accordion effect was reflected in the analysis using the concept of effective section.Behaviors of the prestressed composite beams were evaluated by a fiber element model.Horizontal shear transfer mechanisms were investigated in detail.

Original language	English
Pages (from-to)	9-21
Number of pages	13
Journal	Journal of Constructional Steel Research
Volume	104
DOIs	https://doi.org/10.1016/j.jcsr.2014.09.014
State	Published - Jan 2015

Keywords

Accordion effect
Composite girder
Corrugated web
Flexure
Horizontal shear strength
Prestress

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10.1016/j.jcsr.2014.09.014

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title = "Structural performance of prestressed composite girders with corrugated steel plate webs",

abstract = "Performance of prestressed composite girder was evaluated by experiment and analysis.Accordion effect enhanced prestress introduction efficiency of wide flange girder.Accordion effect was reflected in the analysis using the concept of effective section.Behaviors of the prestressed composite beams were evaluated by a fiber element model.Horizontal shear transfer mechanisms were investigated in detail.",

keywords = "Accordion effect, Composite girder, Corrugated web, Flexure, Horizontal shear strength, Prestress",

author = "Lee, {Deuck Hang} and Oh, {Jae Yuel} and Hyun Kang and Kim, {Kang Su} and Kim, {Hyung Jun} and Kim, {Heung Youl}",

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doi = "10.1016/j.jcsr.2014.09.014",

language = "English",

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AU - Lee, Deuck Hang

AU - Oh, Jae Yuel

AU - Kang, Hyun

AU - Kim, Kang Su

AU - Kim, Hyung Jun

AU - Kim, Heung Youl

PY - 2015/1

Y1 - 2015/1

N2 - Performance of prestressed composite girder was evaluated by experiment and analysis.Accordion effect enhanced prestress introduction efficiency of wide flange girder.Accordion effect was reflected in the analysis using the concept of effective section.Behaviors of the prestressed composite beams were evaluated by a fiber element model.Horizontal shear transfer mechanisms were investigated in detail.

AB - Performance of prestressed composite girder was evaluated by experiment and analysis.Accordion effect enhanced prestress introduction efficiency of wide flange girder.Accordion effect was reflected in the analysis using the concept of effective section.Behaviors of the prestressed composite beams were evaluated by a fiber element model.Horizontal shear transfer mechanisms were investigated in detail.

KW - Accordion effect

KW - Composite girder

KW - Corrugated web

KW - Flexure

KW - Horizontal shear strength

KW - Prestress

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DO - 10.1016/j.jcsr.2014.09.014

M3 - Article

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SP - 9

EP - 21

JO - Journal of Constructional Steel Research

JF - Journal of Constructional Steel Research

ER -

Structural performance of prestressed composite girders with corrugated steel plate webs

Abstract

Keywords

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