Measured Transfer Lengths of 0.7 in. (17.8 mm) Strands for Pretensioned Beams
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| dc.contributor.author | Dang, C.N.
|
es_ES |
| dc.contributor.author | Floyd, R.W.
|
es_ES |
| dc.contributor.author | Hale, W. M
|
es_ES |
| dc.contributor.author | Martí Vargas, José Rocío
|
es_ES |
| dc.date.accessioned | 2017-07-19T17:56:59Z | |
| dc.date.available | 2017-07-19T17:56:59Z | |
| dc.date.issued | 2016-01 | |
| dc.identifier.issn | 0889-3241 | |
| dc.identifier.uri | http://hdl.handle.net/10251/85468 | |
| dc.description.abstract | [EN] The use of 0.7 in. (17.8 mm), Grade 270 (1860) prestressing strands has advantages over 0.5 and 0.6 in. (12.7 and 15.22 mm) strands. This study provides design guidelines for estimating transfer length of 0.7 in. (17.8 mm) strands. Sixteen pretensioned concrete beams using a single prestressing strand were fabricated with conventional concrete and self-consolidating concrete. The concrete strengths at 1 day ranged from 5.9 to 9.2 ksi (40.7 to 63.4 MPa). Transfer lengths were determined using concrete surface strains along with the Average Maximum Strain Method. Initial strand end slips were also measured for predicting transfer length at release using an empirical formula. Experimental results indicated ACI 318 and AASHTO specifications are applicable for estimating transfer length of 0.7 in. (17.8 mm) strands at release and at 28 days. The results also showed that a coefficient of 2.32 was the most appropriate value for estimating transfer lengths at release from initial strand end slips. | es_ES |
| dc.description.sponsorship | The authors would like to acknowledge the financial and technical support from the Arkansas State Highway and Transportation Department (AHTD) and the Mack-Blackwell Rural Transportation Center (MBTC). The authors would like to thank Insteel Industries Inc. for providing the strand for this research. The authors are very thankful for the contributions of R. Deschenes Jr., C. Murray, J. Daniels III, W. Phillips, D. Davis, A. Ramirez, and R. Hagedorn for their assistance in beam fabrication at the Engineering Research Center at the University of Arkansas. | |
| dc.language | Inglés | es_ES |
| dc.publisher | American Concrete Institute | es_ES |
| dc.relation.ispartof | Structural Journal | es_ES |
| dc.rights | Reserva de todos los derechos | es_ES |
| dc.subject | 0.7 in. (17.8 mm) strand,end-slip | es_ES |
| dc.subject | Prestressing strand | es_ES |
| dc.subject | Pretensioned concrete | es_ES |
| dc.subject | Transfer length | es_ES |
| dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
| dc.title | Measured Transfer Lengths of 0.7 in. (17.8 mm) Strands for Pretensioned Beams | es_ES |
| dc.type | Artículo | es_ES |
| dc.identifier.doi | 10.14359/51687941 | |
| dc.rights.accessRights | Cerrado | es_ES |
| dc.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports | es_ES |
| dc.description.bibliographicCitation | Dang, C.; Floyd, R.; Hale, WM.; Martí Vargas, JR. (2016). Measured Transfer Lengths of 0.7 in. (17.8 mm) Strands for Pretensioned Beams. Structural Journal. 113(1):85-94. doi:10.14359/51687941 | es_ES |
| dc.description.accrualMethod | S | es_ES |
| dc.relation.publisherversion | http://dx.doi.org/10.14359/51687941 | es_ES |
| dc.description.upvformatpinicio | 85 | es_ES |
| dc.description.upvformatpfin | 94 | es_ES |
| dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
| dc.description.volume | 113 | es_ES |
| dc.description.issue | 1 | es_ES |
| dc.relation.senia | 326095 | es_ES |
| dc.contributor.funder | Arkansas State Highway and Transportation Department | |
| dc.contributor.funder | University of Arkansas |
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