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Effects of tension stiffening and shrinkage on the flexural behavior of reinforced UHPFRC beams

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Effects of tension stiffening and shrinkage on the flexural behavior of reinforced UHPFRC beams

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Mezquida-Alcaraz, EJ.; Navarro-Gregori, J.; Martí Vargas, JR.; Serna Ros, P. (2021). Effects of tension stiffening and shrinkage on the flexural behavior of reinforced UHPFRC beams. Case Studies in Construction Materials. 15:1-28. https://doi.org/10.1016/j.cscm.2021.e00746

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/181807

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Title: Effects of tension stiffening and shrinkage on the flexural behavior of reinforced UHPFRC beams
Author: Mezquida-Alcaraz, Eduardo J. Navarro-Gregori, Juan Martí Vargas, José Rocío Serna Ros, Pedro
UPV Unit: 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
Issued date:
Abstract:
[EN] This paper presents a study on the flexural behavior of Ultra-High-Performance Fiber-Reinforced Concrete (UHPFRC) beams, which included conventional reinforcing bars. The study focuses on critical design aspects, such ...[+]
Subjects: Ultra-high-performance fiber-reinforced concrete , Beams , Finite element modeling , Four-point bending test , Experimental program , Tensile parameters
Copyrigths: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
Source:
Case Studies in Construction Materials. (eissn: 2214-5095 )
DOI: 10.1016/j.cscm.2021.e00746
Publisher:
Elsevier
Publisher version: https://doi.org/10.1016/j.cscm.2021.e00746
Project ID:
info:eu-repo/grantAgreement/EC/H2020/760824/EU
info:eu-repo/grantAgreement/AEI//BIA2016-78460-C3-1-R//BASES PARA EL DISEÑO DE ESTRUCTURAS SOSTENIBLES DE HORMIGON DE MUY ALTO RENDIMIENTO A NIVEL PRENORMATIVO/
Thanks:
This work forms part of Project "BIA2016-78460-C3-1-R" supported by the State Research Agency of Spain and the project "Rethinking coastal defence and Green-energy Service infrastructures through enHancEd-durAbiLity ...[+]
Type: Artículo

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