Effect of stress levels applied to pre-stressing strands on post-tensioned beam-to-column connections

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dc.contributor.authorKaya, Mustafa
dc.contributor.authorArslan, A. Samet
dc.date.accessioned13.07.201910:50:10
dc.date.accessioned2019-07-16T09:20:01Z
dc.date.available13.07.201910:50:10
dc.date.available2019-07-16T09:20:01Z
dc.date.issued2012
dc.departmentMühendislik Fakültesi
dc.description.abstractThis article presents an experiment study on precast beam-to-column connections with 15.24?mm diameter pre-stressing strands. Stress levels of 40%, 50% and 60% tensile stress were applied to the pre-stressing strands. Following the experiments, precast specimens were compared with those of the reference specimen. The load capacity of the precast specimen stressed at the level of 60% tensile stress reached 98% of the load capacity of the reference specimen, and the amount of energy dissipated by the same specimen reached 48% of that dissipated by the reference specimen. The stiffness of the same precast specimen at 1.5% drift was observed to be 71% of the reference specimen at the same drift. In the experimental studies, it was seen that the maximum stress determined in this specimen, which pre-stressing strands provide connection, reached approximately 75% of the tensile strength of the pre-stressing strands. It could not be said that topping concrete in experiment specimens increased strength. Copyright (c) 2010 John Wiley & Sons, Ltd.
dc.identifier.doi10.1002/tal.644
dc.identifier.endpage698en_US
dc.identifier.issn1541-7794
dc.identifier.issue9en_US
dc.identifier.scopusqualityQ1
dc.identifier.startpage682en_US
dc.identifier.urihttps://doi.org/10.1002/tal.644
dc.identifier.urihttps://hdl.handle.net/20.500.12451/5053
dc.identifier.volume21en_US
dc.identifier.wosWOS:000307169400005
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherWıley-Blackwell
dc.relation.ispartofStructural Design of Tall and Special Buildings
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.titleEffect of stress levels applied to pre-stressing strands on post-tensioned beam-to-column connections
dc.typeArticle

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