Texto completo
![[img]](http://oa.upm.es/style/images/fileicons/application_pdf.png) |
PDF (Document Portable Format)
- Acceso permitido solamente a usuarios en el campus de la UPM
- Se necesita un visor de ficheros PDF, como GSview, Xpdf o Adobe Acrobat Reader
Descargar (487kB) |
An analytical model for simulating the bond of prestressed concrete during the prestressed force release
Cita
Benitez Baena, Jose Maria y Gálvez Ruiz, Jaime (2012). An analytical model for simulating the bond of prestressed concrete during the prestressed force release. En: "Bond in Concrete Conference", 17/06/2012 - 20/06/2012, Brescia, Italia. ISBN 978-88-907078-1-0. pp. 249-255.
Descripción
| Título: | An analytical model for simulating the bond of prestressed concrete during the prestressed force release |
|---|---|
| Autor/es: |
|
| Tipo de Documento: | Ponencia en Congreso o Jornada (Artículo) |
| Título del Evento: | Bond in Concrete Conference |
| Fechas del Evento: | 17/06/2012 - 20/06/2012 |
| Lugar del Evento: | Brescia, Italia |
| Título del Libro: | Bond in Concrete 2012: Bond, Anchorage, Detailing |
| Fecha: | 2012 |
| ISBN: | 978-88-907078-1-0 |
| Materias: | |
| Escuela: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
| Departamento: | Ingeniería Civil: Construcción |
| Licencias Creative Commons: | Reconocimiento - Sin obra derivada - No comercial |
Resumen
A bond analytical model is proposed in this paper. The model is capable of reproducing the bond stress developed between the steel and concrete, in precast prestressed elements, during the entire process of prestressing force release. The bond stress developed in the transmission zone, where the bond stress is not constant, is also obtained. The steel and concrete stresses as well as the slip between both materials can be also estimated by means of the relation established in the model between these parameters and the bond stress. The model is validated with the results of a series of tests, considering different steel indentation depths and concrete covers and it is extended to evaluate the transmission length. This has been checked by comparing the transmission length predicted by the model and one measured experimentally in two series of tests.
Más información
| ID de Registro: | 20444 |
|---|---|
| Identificador DC: | http://oa.upm.es/20444/ |
| Identificador OAI: | oai:oa.upm.es:20444 |
| URL Oficial: | http://www.bondinconcrete2012.org/ |
| Depositado por: | Memoria Investigacion |
| Depositado el: | 10 Dic 2013 16:22 |
| Ultima Modificación: | 01 Jun 2018 12:52 |
