Flexural-torsional buckling of FRP thin-walled composite with various sections

The flexural-torsional buckling of thin-walled pultruded fiber-reinforced plastic (FRP) members composed of unstiffened, stiffened cruciform- and I-shaped sections under uniform compressive loads was investigated using finite element methods (FEM). As the basic method, an eigenvalue solution using t...

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Main Authors: Pekbey Yeliz, Ghanbari Esmaeil
Format: Article
Language:English
Published: De Gruyter 2014-09-01
Series:Science and Engineering of Composite Materials
Subjects:
Online Access:https://doi.org/10.1515/secm-2013-0227
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author Pekbey Yeliz
Ghanbari Esmaeil
author_facet Pekbey Yeliz
Ghanbari Esmaeil
author_sort Pekbey Yeliz
collection DOAJ
description The flexural-torsional buckling of thin-walled pultruded fiber-reinforced plastic (FRP) members composed of unstiffened, stiffened cruciform- and I-shaped sections under uniform compressive loads was investigated using finite element methods (FEM). As the basic method, an eigenvalue solution using the minimum potential energy method was utilized to obtain the critical buckling stress and buckling mode shapes. FEM results were compared with the closed-form solutions and literature results. Furthermore, a parametric study was carried out to investigate the different cross-section geometries and span lengths on the critical buckling stresses and buckling mode shapes, that is, flexural, torsional, or mixed buckling.
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spelling doaj.art-f22850261f6440299d6bc43df1cbe1792022-12-21T22:38:01ZengDe GruyterScience and Engineering of Composite Materials0792-12332191-03592014-09-0121453754910.1515/secm-2013-0227Flexural-torsional buckling of FRP thin-walled composite with various sectionsPekbey Yeliz0Ghanbari Esmaeil1Department of Mechanical Engineering, Ege University, Izmir 35100, TurkeyDepartment of Mechanical Engineering, Ege University, Izmir 35100, TurkeyThe flexural-torsional buckling of thin-walled pultruded fiber-reinforced plastic (FRP) members composed of unstiffened, stiffened cruciform- and I-shaped sections under uniform compressive loads was investigated using finite element methods (FEM). As the basic method, an eigenvalue solution using the minimum potential energy method was utilized to obtain the critical buckling stress and buckling mode shapes. FEM results were compared with the closed-form solutions and literature results. Furthermore, a parametric study was carried out to investigate the different cross-section geometries and span lengths on the critical buckling stresses and buckling mode shapes, that is, flexural, torsional, or mixed buckling.https://doi.org/10.1515/secm-2013-0227fiber-reinforced plastic membersflexural-torsional modelinear stability analysispultruded thin-walled members
spellingShingle Pekbey Yeliz
Ghanbari Esmaeil
Flexural-torsional buckling of FRP thin-walled composite with various sections
Science and Engineering of Composite Materials
fiber-reinforced plastic members
flexural-torsional mode
linear stability analysis
pultruded thin-walled members
title Flexural-torsional buckling of FRP thin-walled composite with various sections
title_full Flexural-torsional buckling of FRP thin-walled composite with various sections
title_fullStr Flexural-torsional buckling of FRP thin-walled composite with various sections
title_full_unstemmed Flexural-torsional buckling of FRP thin-walled composite with various sections
title_short Flexural-torsional buckling of FRP thin-walled composite with various sections
title_sort flexural torsional buckling of frp thin walled composite with various sections
topic fiber-reinforced plastic members
flexural-torsional mode
linear stability analysis
pultruded thin-walled members
url https://doi.org/10.1515/secm-2013-0227
work_keys_str_mv AT pekbeyyeliz flexuraltorsionalbucklingoffrpthinwalledcompositewithvarioussections
AT ghanbariesmaeil flexuraltorsionalbucklingoffrpthinwalledcompositewithvarioussections