Modification of C-equation in the SSRC Guide for buckling of monosymmetric I-beams under transverse loads

Nam Hoi Park; Young Jong Kang; Yong Min Jo; Nam Hyoung Lim

doi:10.1016/j.engstruct.2007.09.010

Modification of C-equation in the SSRC Guide for buckling of monosymmetric I-beams under transverse loads

Nam Hoi Park, Young Jong Kang, Yong Min Jo, Nam Hyoung Lim

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

5 Citations (Scopus)

Abstract

Finite element buckling analyses of monosymmetric I-beams subjected to transverse loading applied at different heights with respect to the mid-height of the cross-section were conducted. Transverse loads consisting of a mid-span point load and a uniformly distributed load were considered in the investigation. Four types of end restraint also were considered. The method suggested in SSRC Guide was compared with the finite element method (FEM) results. In order for C-equation in the SSRC Guide to be applicable for monosymmetric I-beams, it must be modified to contain three variables; A_m, B_m, and D_m. The first two variables A_m and B_m are modified variables A and B in the SSRC Guide whereas the third variable, D_m, developed herein, is the new modification factor for monosymmetric I-beams. The applicability of this new design rule is limited to monosymmetric I-beams in which the degree of monosymmetry, ρ, is within the range from 0.1 to 0.9.

Original language	English
Pages (from-to)	3293-3300
Number of pages	8
Journal	Engineering Structures
Volume	29
Issue number	12
DOIs	https://doi.org/10.1016/j.engstruct.2007.09.010
Publication status	Published - 2007 Dec

Bibliographical note

Funding Information:
This work was supported by the Korea Research Foundation Grant funded by the Korean Government (MOEHRD); (KRF-2006-331-D00572). Their financial support is gratefully acknowledged.

Copyright:
Copyright 2008 Elsevier B.V., All rights reserved.

Keywords

Beam
Buckling
End restraint
Load height
Moment gradient
Transverse load

ASJC Scopus subject areas

Civil and Structural Engineering

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10.1016/j.engstruct.2007.09.010

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title = "Modification of C-equation in the SSRC Guide for buckling of monosymmetric I-beams under transverse loads",

abstract = "Finite element buckling analyses of monosymmetric I-beams subjected to transverse loading applied at different heights with respect to the mid-height of the cross-section were conducted. Transverse loads consisting of a mid-span point load and a uniformly distributed load were considered in the investigation. Four types of end restraint also were considered. The method suggested in SSRC Guide was compared with the finite element method (FEM) results. In order for C-equation in the SSRC Guide to be applicable for monosymmetric I-beams, it must be modified to contain three variables; Am, Bm, and Dm. The first two variables Am and Bm are modified variables A and B in the SSRC Guide whereas the third variable, Dm, developed herein, is the new modification factor for monosymmetric I-beams. The applicability of this new design rule is limited to monosymmetric I-beams in which the degree of monosymmetry, ρ, is within the range from 0.1 to 0.9.",

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author = "Park, {Nam Hoi} and Kang, {Young Jong} and Jo, {Yong Min} and Lim, {Nam Hyoung}",

note = "Funding Information: This work was supported by the Korea Research Foundation Grant funded by the Korean Government (MOEHRD); (KRF-2006-331-D00572). Their financial support is gratefully acknowledged. Copyright: Copyright 2008 Elsevier B.V., All rights reserved.",

year = "2007",

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doi = "10.1016/j.engstruct.2007.09.010",

language = "English",

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AU - Park, Nam Hoi

AU - Kang, Young Jong

AU - Jo, Yong Min

AU - Lim, Nam Hyoung

N1 - Funding Information: This work was supported by the Korea Research Foundation Grant funded by the Korean Government (MOEHRD); (KRF-2006-331-D00572). Their financial support is gratefully acknowledged. Copyright: Copyright 2008 Elsevier B.V., All rights reserved.

PY - 2007/12

Y1 - 2007/12

N2 - Finite element buckling analyses of monosymmetric I-beams subjected to transverse loading applied at different heights with respect to the mid-height of the cross-section were conducted. Transverse loads consisting of a mid-span point load and a uniformly distributed load were considered in the investigation. Four types of end restraint also were considered. The method suggested in SSRC Guide was compared with the finite element method (FEM) results. In order for C-equation in the SSRC Guide to be applicable for monosymmetric I-beams, it must be modified to contain three variables; Am, Bm, and Dm. The first two variables Am and Bm are modified variables A and B in the SSRC Guide whereas the third variable, Dm, developed herein, is the new modification factor for monosymmetric I-beams. The applicability of this new design rule is limited to monosymmetric I-beams in which the degree of monosymmetry, ρ, is within the range from 0.1 to 0.9.

AB - Finite element buckling analyses of monosymmetric I-beams subjected to transverse loading applied at different heights with respect to the mid-height of the cross-section were conducted. Transverse loads consisting of a mid-span point load and a uniformly distributed load were considered in the investigation. Four types of end restraint also were considered. The method suggested in SSRC Guide was compared with the finite element method (FEM) results. In order for C-equation in the SSRC Guide to be applicable for monosymmetric I-beams, it must be modified to contain three variables; Am, Bm, and Dm. The first two variables Am and Bm are modified variables A and B in the SSRC Guide whereas the third variable, Dm, developed herein, is the new modification factor for monosymmetric I-beams. The applicability of this new design rule is limited to monosymmetric I-beams in which the degree of monosymmetry, ρ, is within the range from 0.1 to 0.9.

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KW - End restraint

KW - Load height

KW - Moment gradient

KW - Transverse load

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Modification of C-equation in the SSRC Guide for buckling of monosymmetric I-beams under transverse loads

Abstract

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Keywords

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