The relationship between shear buckling and aspect ratio in end panels of plate girders

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dc.contributor.advisorDawe, J.
dc.contributor.advisorL., Dawe
dc.contributor.authorHajizadeh, Samandar
dc.date.accessioned2023-06-07T18:59:26Z
dc.date.available2023-06-07T18:59:26Z
dc.date.issued1988
dc.description.abstractShear b u c k l i n g of* web p l a t e s i s an important. issue in designing p l a t e g i r d e r s . The Canadian S t e e l Code CS16.1-M84) s t a t e s the l i m i t on end panel s i z e in c o n s i d e r a t i o n or a shear buckling equation. The shear buckling c o e f f i c i e nt i s an important part of t h i s equation which i s r e l a t ed d i r e c t l y to t h e a s p e c t r a t i o. A t o t a l of f o u r r e c t a n g u l a r p l a t e s were t e s t e d in two groups with d i f f e r e n t aspect ratios. Shear buckling c o e f f i c i e n t s were determined e m p i r i c a l l y and and compared with t h e o r e t i c a l values.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteHajizadeh, Samandar (1988). The relationship between shear buckling and aspect ratio in end panels of plate girders . (Engineering Senior Report no. T-1408 1988). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1408 1988 1882/16017
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/32216
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleThe relationship between shear buckling and aspect ratio in end panels of plate girders
dc.typesenior report
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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