Shear Buckling of Thin-Walled Channel Sections (No. R885)
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Open Access
Type
Report, ResearchAbstract
The elastic buckling stresses of channel sections with and without lips and subject to shear forces parallel with the web are determined where the computational modelling of the thin-walled steel sections is implemented by means of a spline finite strip analysis. Both unlipped and ...
See moreThe elastic buckling stresses of channel sections with and without lips and subject to shear forces parallel with the web are determined where the computational modelling of the thin-walled steel sections is implemented by means of a spline finite strip analysis. Both unlipped and lipped channels are studied where the main variables are the flange width, different boundary conditions and shear flow distribution are considered in this study. The channel sections are also analysed at different lengths to investigate the effect of length/width ratio on the critical shear buckling stresses. Comparisons between cases and with classical solutions are included in this report.
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See moreThe elastic buckling stresses of channel sections with and without lips and subject to shear forces parallel with the web are determined where the computational modelling of the thin-walled steel sections is implemented by means of a spline finite strip analysis. Both unlipped and lipped channels are studied where the main variables are the flange width, different boundary conditions and shear flow distribution are considered in this study. The channel sections are also analysed at different lengths to investigate the effect of length/width ratio on the critical shear buckling stresses. Comparisons between cases and with classical solutions are included in this report.
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Date
2007Publisher
School of Civil Engineering, The University of SydneyLicence
Copyright All Rights ReservedRights statement
This publication may be redistributed freely in its entirety and in its original form without the consent of the copyright owner. Use of material contained in this publication in any other published works must be appropriately referenced, and, if necessary, permission sought from the author.Faculty/School
Faculty of Engineering, School of Civil EngineeringDepartment, Discipline or Centre
Centre for Advanced Structural EngineeringShare