A study on structural performance of end-reinforced steelbeam system

J. Y. Ryoo; H. S. Chae; K. S. Chung; S. M. Choi

doi:10.1016/j.proeng.2011.07.085

A study on structural performance of end-reinforced steelbeam system

J. Y. Ryoo, H. S. Chae, K. S. Chung, S. M. Choi

Department of Architectural Engineering

Research output: Contribution to journal › Conference article › peer-review

1 Scopus citations

Abstract

H-beams set up between columns are widely used to support building slabs. However, H-beams have fixed joints and the bending moment at both ends of the beam under uniformly distributed load is twice as great as the moment at its center. Because beam design is based on ultimate moment, its depth gets to be larger, which leads to the problem of smaller available space on each floor. If the ends of H-beam which are vulnerable to ultimate bending moment are additionally reinforced, beam design based on the bending moment at beam center is feasible. In this study, 4 specimens were fabricated for structural experiment with variables of the purpose of end-reinforcing steel plates, bar reinforcement and load transfer method in order to analyze the structural performance of end-reinforced steel frame beams (hereinafter Eco-girder system).

Original language	English
Pages (from-to)	667-674
Number of pages	8
Journal	Procedia Engineering
Volume	14
DOIs	https://doi.org/10.1016/j.proeng.2011.07.085
State	Published - 2011
Event	12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12 - Hong Kong, Hong Kong Duration: 26 Jan 2011 → 28 Jan 2011

Keywords

Bending moment
Composite beam
Eco-girder system
End-reinforced steel beam

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10.1016/j.proeng.2011.07.085

Cite this

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title = "A study on structural performance of end-reinforced steelbeam system",

abstract = "H-beams set up between columns are widely used to support building slabs. However, H-beams have fixed joints and the bending moment at both ends of the beam under uniformly distributed load is twice as great as the moment at its center. Because beam design is based on ultimate moment, its depth gets to be larger, which leads to the problem of smaller available space on each floor. If the ends of H-beam which are vulnerable to ultimate bending moment are additionally reinforced, beam design based on the bending moment at beam center is feasible. In this study, 4 specimens were fabricated for structural experiment with variables of the purpose of end-reinforcing steel plates, bar reinforcement and load transfer method in order to analyze the structural performance of end-reinforced steel frame beams (hereinafter Eco-girder system).",

keywords = "Bending moment, Composite beam, Eco-girder system, End-reinforced steel beam",

author = "Ryoo, {J. Y.} and Chae, {H. S.} and Chung, {K. S.} and Choi, {S. M.}",

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language = "English",

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journal = "Procedia Engineering",

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note = "12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12 ; Conference date: 26-01-2011 Through 28-01-2011",

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T1 - A study on structural performance of end-reinforced steelbeam system

AU - Ryoo, J. Y.

AU - Chae, H. S.

AU - Chung, K. S.

AU - Choi, S. M.

PY - 2011

Y1 - 2011

N2 - H-beams set up between columns are widely used to support building slabs. However, H-beams have fixed joints and the bending moment at both ends of the beam under uniformly distributed load is twice as great as the moment at its center. Because beam design is based on ultimate moment, its depth gets to be larger, which leads to the problem of smaller available space on each floor. If the ends of H-beam which are vulnerable to ultimate bending moment are additionally reinforced, beam design based on the bending moment at beam center is feasible. In this study, 4 specimens were fabricated for structural experiment with variables of the purpose of end-reinforcing steel plates, bar reinforcement and load transfer method in order to analyze the structural performance of end-reinforced steel frame beams (hereinafter Eco-girder system).

AB - H-beams set up between columns are widely used to support building slabs. However, H-beams have fixed joints and the bending moment at both ends of the beam under uniformly distributed load is twice as great as the moment at its center. Because beam design is based on ultimate moment, its depth gets to be larger, which leads to the problem of smaller available space on each floor. If the ends of H-beam which are vulnerable to ultimate bending moment are additionally reinforced, beam design based on the bending moment at beam center is feasible. In this study, 4 specimens were fabricated for structural experiment with variables of the purpose of end-reinforcing steel plates, bar reinforcement and load transfer method in order to analyze the structural performance of end-reinforced steel frame beams (hereinafter Eco-girder system).

KW - Bending moment

KW - Composite beam

KW - Eco-girder system

KW - End-reinforced steel beam

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U2 - 10.1016/j.proeng.2011.07.085

DO - 10.1016/j.proeng.2011.07.085

M3 - Conference article

AN - SCOPUS:80054778900

SN - 1877-7058

VL - 14

SP - 667

EP - 674

JO - Procedia Engineering

JF - Procedia Engineering

T2 - 12th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC12

Y2 - 26 January 2011 through 28 January 2011

ER -

A study on structural performance of end-reinforced steelbeam system

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Keywords

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