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Quantification of bond performance of 18-mm prestressing steel

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Quantification of bond performance of 18-mm prestressing steel

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Nombre: Dang;Hale;Martí - ...
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dc.contributor.author Dang, C.N. es_ES
dc.contributor.author Hale, W. M. es_ES
dc.contributor.author Martí Vargas, José Rocío es_ES
dc.date.accessioned 2019-09-05T20:05:19Z
dc.date.available 2019-09-05T20:05:19Z
dc.date.issued 2018 es_ES
dc.identifier.issn 0950-0618 es_ES
dc.identifier.uri http://hdl.handle.net/10251/125125
dc.description.abstract [EN] The use of 18-mm prestressing strands has extensive advantages in building and bridge construction. Strand bond is a critical factor that constitutes the strand behavior in pretensioned concrete girders and directly affects the applicability of existing bonding equations. This study systematically examines the bond performance of 18-mm strands. The bond strength of untensioned strands was evaluated Using simple bond tests. Twelve pretensioned concrete beams were additionally cast using self-consolidating concrete to assess the bond-related parameters of transfer and development lengths. The experimental results indicate the bond performance of 18-mm strands complies with the current design codes of pre tensioned concrete members. (C) 2017 Elsevier Ltd. All rights reserved. es_ES
dc.description.sponsorship This research is supported by the University of Arkansas at Fayetteville and Ton Duc Thang University. The authors would like to thank Insteel Industries Inc. for providing the strands and the RJ Peterman & Associates, Inc. for conducting the STSB tests for this research. The authors would like to thank Mr. Don Logan for providing the financial support to conduct the STSB tests. The authors are also thankful to a number of individuals at University of Arkansas for helping conduct the tests. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Construction and Building Materials es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Bond test es_ES
dc.subject Transfer length es_ES
dc.subject Development length es_ES
dc.subject Strand es_ES
dc.subject Concrete es_ES
dc.subject SCC es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Quantification of bond performance of 18-mm prestressing steel es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.conbuildmat.2017.10.131 es_ES
dc.rights.accessRights Cerrado es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil es_ES
dc.description.bibliographicCitation Dang, C.; Hale, WM.; Martí Vargas, JR. (2018). Quantification of bond performance of 18-mm prestressing steel. Construction and Building Materials. 159:451-462. https://doi.org/10.1016/j.conbuildmat.2017.10.131 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://doi.org/10.1016/j.conbuildmat.2017.10.131 es_ES
dc.description.upvformatpinicio 451 es_ES
dc.description.upvformatpfin 462 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 159 es_ES
dc.relation.pasarela S\379433 es_ES
dc.contributor.funder University of Arkansas


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