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Assessment of transmission length of prestressing strands according to fib Model Code 2010

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Assessment of transmission length of prestressing strands according to fib Model Code 2010

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dc.contributor.author Dang, Canh N. es_ES
dc.contributor.author Hale, W. Micah es_ES
dc.contributor.author Martí Vargas, José Rocío es_ES
dc.date.accessioned 2018-09-17T08:23:45Z
dc.date.available 2018-09-17T08:23:45Z
dc.date.issued 2017 es_ES
dc.identifier.issn 0141-0296 es_ES
dc.identifier.uri http://hdl.handle.net/10251/107441
dc.description.abstract [EN] The use of 18-mm prestressing strands is advantageous in the construction of long-span bridges. Transmission length is a significant parameter in the design of pretensioned concrete members. This study provides a unique set of experimental data to validate the applicability of using the fib Model Code 2010 to predict the transmission length and strand draw-in of 18-mm strands. Twelve pretensioned concrete beams were cast with high-strength concrete. Transmission lengths were measured at prestress transfer and at 28-day of age. The experimental results indicated the lower and upper bounds of transmission length specified by the code adequately predict the measured values. es_ES
dc.description.sponsorship This research is supported by the University of Arkansas at Fayetteville and the Ton Duc Thang University. The authors would like to thank Insteel Industries Inc. for providing the prestressing strands for this research. The authors also would like to thank a number of individuals at the University of Arkansas for their contribution in this study. es_ES
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Engineering Structures es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Pretensioned concrete es_ES
dc.subject Transmission length es_ES
dc.subject Transfer length es_ES
dc.subject Strand draw-in es_ES
dc.subject 18-mm strand es_ES
dc.subject High-strength concrete es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Assessment of transmission length of prestressing strands according to fib Model Code 2010 es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.engstruct.2017.06.019 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, CN.; Hale, WM.; Martí Vargas, JR. (2017). Assessment of transmission length of prestressing strands according to fib Model Code 2010. Engineering Structures. 147:425-433. doi:10.1016/j.engstruct.2017.06.019 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1016/j.engstruct.2017.06.019 es_ES
dc.description.upvformatpinicio 425 es_ES
dc.description.upvformatpfin 433 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 147 es_ES
dc.relation.pasarela S\354839 es_ES
dc.contributor.funder University of Arkansas
dc.contributor.funder Ton Duc Thang University


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