Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs

Jae Yuel Oh; Deuck Hang Lee; Sang Hum Cho; Hyun Kang; Hae Chang Cho; Kang Su Kim

doi:10.1155/2015/278293

Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs

Jae Yuel Oh, Deuck Hang Lee, Sang Hum Cho, Hyun Kang, Hae Chang Cho, Kang Su Kim

Department of Architectural Engineering

University of Seoul

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

8 Scopus citations

Abstract

The corrugated webbed prestressed (CWPS) composite member was developed to improve the efficiency of the prestress introduced into the steel beam, and experimental studies were performed to examine its structural behavior. Additionally, a unified analysis model that can estimate the nonlinear flexural behavior of the composite member and the accordion effect of the corrugated webbed steel beams at the prestressing stage was proposed. As a consecutive experimental series, in this study, the discontinuous-webbed prestressed (DWPS) composite member was developed, and this innovative composite member can reduce the amount of steel materials used, compared with the former CWPS composite member. Flexural tests were carried out to investigate their structural performances, and their behaviors were analyzed in detail by a nonlinear finite element analysis.

Original language	English
Article number	278293
Journal	Advances in Materials Science and Engineering
Volume	2015
DOIs	https://doi.org/10.1155/2015/278293
State	Published - 2015

Access to Document

10.1155/2015/278293

Cite this

@article{11c144105e77423a89cbcd2e08221494,

title = "Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs",

abstract = "The corrugated webbed prestressed (CWPS) composite member was developed to improve the efficiency of the prestress introduced into the steel beam, and experimental studies were performed to examine its structural behavior. Additionally, a unified analysis model that can estimate the nonlinear flexural behavior of the composite member and the accordion effect of the corrugated webbed steel beams at the prestressing stage was proposed. As a consecutive experimental series, in this study, the discontinuous-webbed prestressed (DWPS) composite member was developed, and this innovative composite member can reduce the amount of steel materials used, compared with the former CWPS composite member. Flexural tests were carried out to investigate their structural performances, and their behaviors were analyzed in detail by a nonlinear finite element analysis.",

author = "Oh, {Jae Yuel} and Lee, {Deuck Hang} and Cho, {Sang Hum} and Hyun Kang and Cho, {Hae Chang} and Kim, {Kang Su}",

note = "Publisher Copyright: {\textcopyright} 2015 Jae Yuel Oh et al.",

year = "2015",

doi = "10.1155/2015/278293",

language = "English",

volume = "2015",

journal = "Advances in Materials Science and Engineering",

issn = "1687-8434",

publisher = "Hindawi Publishing Corporation",

}

TY - JOUR

T1 - Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs

AU - Oh, Jae Yuel

AU - Lee, Deuck Hang

AU - Cho, Sang Hum

AU - Kang, Hyun

AU - Cho, Hae Chang

AU - Kim, Kang Su

PY - 2015

Y1 - 2015

N2 - The corrugated webbed prestressed (CWPS) composite member was developed to improve the efficiency of the prestress introduced into the steel beam, and experimental studies were performed to examine its structural behavior. Additionally, a unified analysis model that can estimate the nonlinear flexural behavior of the composite member and the accordion effect of the corrugated webbed steel beams at the prestressing stage was proposed. As a consecutive experimental series, in this study, the discontinuous-webbed prestressed (DWPS) composite member was developed, and this innovative composite member can reduce the amount of steel materials used, compared with the former CWPS composite member. Flexural tests were carried out to investigate their structural performances, and their behaviors were analyzed in detail by a nonlinear finite element analysis.

AB - The corrugated webbed prestressed (CWPS) composite member was developed to improve the efficiency of the prestress introduced into the steel beam, and experimental studies were performed to examine its structural behavior. Additionally, a unified analysis model that can estimate the nonlinear flexural behavior of the composite member and the accordion effect of the corrugated webbed steel beams at the prestressing stage was proposed. As a consecutive experimental series, in this study, the discontinuous-webbed prestressed (DWPS) composite member was developed, and this innovative composite member can reduce the amount of steel materials used, compared with the former CWPS composite member. Flexural tests were carried out to investigate their structural performances, and their behaviors were analyzed in detail by a nonlinear finite element analysis.

UR - http://www.scopus.com/inward/record.url?scp=84944232108&partnerID=8YFLogxK

U2 - 10.1155/2015/278293

DO - 10.1155/2015/278293

M3 - Article

AN - SCOPUS:84944232108

SN - 1687-8434

VL - 2015

JO - Advances in Materials Science and Engineering

JF - Advances in Materials Science and Engineering

M1 - 278293

ER -

Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs

Abstract

Access to Document

Other files and links

Fingerprint

Cite this