Transverse and longitudinal partial interaction in composite bolted side-plated reinforced-concrete beams

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dc.contributor.authorOehlers, D.
dc.contributor.authorNguyen, N.
dc.contributor.authorAhmed, M.
dc.contributor.authorBradford, M.
dc.date.issued1997
dc.description.abstractA procedure is being developed for bolting plates to the sides of existing reinforced concrete beams to strengthen and stiffen them. Unlike standard composite steel and concrete beams in which there is longitudinal-partial-interaction at the steel/concrete interface (that is slip along the length of the beam), composite bolted side-plated reinforced-concrete beams are unique in that they also exhibit transverse-partial-interaction, that is slip transverse to the length of the beam. In this work, the fundamental mathematical models for transverse-partial-interaction and its interaction with longitudinal-partial-interaction are developed. The fundamental models are then further developed to determine the number of connectors required to resist the transverse forces and to limit the degree of transverse-partial-interaction in bolted side-plated reinforced concrete beams.
dc.identifier.citationStructural Engineering and Mechanics, 1997; 5(5):553-563
dc.identifier.doi10.12989/sem.1997.5.5.553
dc.identifier.issn1225-4568
dc.identifier.urihttp://hdl.handle.net/2440/1063
dc.language.isoen
dc.publisherTechno-Press
dc.source.urihttps://doi.org/10.12989/sem.1997.5.5.553
dc.titleTransverse and longitudinal partial interaction in composite bolted side-plated reinforced-concrete beams
dc.typeJournal article
pubs.publication-statusPublished

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