Show simple item record

dc.contributor.authorCladera Bohigas, Antoni
dc.contributor.authorRibas González, Carlos Rodrigo
dc.contributor.authorOller Ibars, Eva
dc.contributor.authorMarí Bernat, Antonio Ricardo
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2020-05-21T11:11:29Z
dc.date.available2020-05-21T11:11:29Z
dc.date.issued2019
dc.identifier.citationCladera , A. [et al.]. Application of the Compression Chord Capacity Model to predict the fatigue shear strength of reinforced concrete members without stirrups. A: International Conference on Mechanical Models in Structural Engineering. "CMMoST 2019: 5th International Conference on Mechanical Models in Structural Engineering: Polytechnic School of Alicante, 23rd–25th October 2019, San Vicente (Alicante)". Elche: Editorial Club Universitario, 2019, p. 95-102.
dc.identifier.isbn978-84-17924-58-4
dc.identifier.urihttp://hdl.handle.net/2117/188474
dc.description.abstractThe Compression Chord Capacity Model (CCCM), previously developed by the authors with other colleagues, is a simplified model for the shear strength prediction of reinforced and prestressed concrete members with and without transverse reinforcement, with I, T or rectangular cross-section, which represents a useful tool for structural design and assessment in engineering practice. The principal advantage of the application of a mechanical model is the possibility to extend it to different cases, without the need of empirical calibrations. According to the CCCM, the shear strength depends on the concrete tensile strength. In this communication, the CCCM is extended to assess the fatigue shear strength of RC members just incorporating the equation proposed in Model Code 2010 for the concrete tensile fatigue strength. A good performance of the model was observed when analysing the ratio Vtest/Vpred through a previously published database, showing a low scatter (COV 14.7 %).
dc.description.sponsorshipEsta investigación se ha desarrollado en el marco de dos proyectos cofinanciados por la Agencia Estatal de Investigación y Fondos FEDER: BIA2015-64672-C4-3-R y BIA2015-64672-C4-1-R.
dc.format.extent8 p.
dc.language.isospa
dc.publisherEditorial Club Universitario
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshReinforced concrete--Fatigue
dc.subject.otherFatigue
dc.subject.otherShear strength
dc.subject.otherReinforced concrete
dc.subject.otherMechanical model
dc.titleApplication of the Compression Chord Capacity Model to predict the fatigue shear strength of reinforced concrete members without stirrups
dc.typeConference report
dc.subject.lemacFormigó armat -- Fatiga
dc.contributor.groupUniversitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials
dc.relation.publisherversionhttp://hdl.handle.net/10045/104509
dc.rights.accessOpen Access
local.identifier.drac28458890
dc.description.versionPostprint (published version)
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO//BIA2015-64672-C4-1-R/ES/EVALUACION DE LA CAPACIDAD RESISTENTE FRENTE A ESFUERZOS TANGENTES DE ESTRUCTURAS DE HORMIGON MEDIANTE MODELOS MECANICOS PARA LA EXTENSION DE SU VIDA UTIL/
dc.relation.projectidinfo:eu-repo/grantAgreement/MINECO//BIA2015-64672-C4-3-R/ES/DESARROLLO DE TECNICAS DE REFUERZO DE ESTRUCTURAS DE HORMIGON CON MATERIALES AVANZADOS Y SUS MODELOS MECANICOS DE COMPORTAMIENTO ESTRUCTURAL PARA LA EXTENSION DE SU VIDA UTIL/
local.citation.authorCladera , A.; Ribas, C.; Oller, E.; Mari, A.
local.citation.contributorInternational Conference on Mechanical Models in Structural Engineering
local.citation.pubplaceElche
local.citation.publicationNameCMMoST 2019: 5th International Conference on Mechanical Models in Structural Engineering: Polytechnic School of Alicante, 23rd–25th October 2019, San Vicente (Alicante)
local.citation.startingPage95
local.citation.endingPage102


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record