Ir al contenido (pulsa Retorno)

Universitat Politècnica de Catalunya

    • Català
    • Castellano
    • English
    • LoginRegisterLog in (no UPC users)
  • mailContact Us
  • world English 
    • Català
    • Castellano
    • English
  • userLogin   
      LoginRegisterLog in (no UPC users)

UPCommons. Global access to UPC knowledge

Banner header
59.757 UPC E-Prints
You are here:
View Item 
  •   DSpace Home
  • E-prints
  • Departaments
  • Departament de Ciència i Enginyeria de Materials
  • Articles de revista
  • View Item
  •   DSpace Home
  • E-prints
  • Departaments
  • Departament de Ciència i Enginyeria de Materials
  • Articles de revista
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

A comparison of the state of the art models for constitutive modelling of concrete

Thumbnail
View/Open
4592858a-6244-416d-91d8-8bf7ae8e033f.pdf (4,906Mb)
Share:
 
 
10.1016/j.compstruc.2020.106426
 
  View Usage Statistics
Cita com:
hdl:2117/346222

Show full item record
Caner, Ferhun CemMés informacióMés informacióMés informació
Document typeArticle
Defense date2021-02-01
Rights accessOpen Access
Attribution-NonCommercial-NoDerivs 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 3.0 Spain
Abstract
Concrete is undoubtedly the most important and widely used construction material of the last centuries. Nevertheless, mathematical models that can accurately capture the particular material behaviour under all loading conditions of significance are scarce at best. Although concepts and suitable models have existed for quite a while, their practical significance is low due to the limited attention to calibration and validation requirements and the scarcity of robust, transparent and comprehensive methods to perform such tasks. Therefore, the manuscript attempts to promote the use of advanced concrete constitutive models by thoroughly reviewing their differences regarding calibration and validation on a selected consistent experimental data set. More specifically, only two generally available standard experimental tests, i.e. a three-point bending test and a compression cube test, are employed. The quality of fits is objectively quantified using three independent measures based on the mean experimental curves.
CitationCaner, F. A comparison of the state of the art models for constitutive modelling of concrete. "Computers and Structures", 1 Febrer 2021, vol. 244, p. 106426:1-106426:15. 
URIhttp://hdl.handle.net/2117/346222
DOI10.1016/j.compstruc.2020.106426
ISSN00457949
Publisher versionhttps://www.sciencedirect.com/science/article/abs/pii/S0045794920302297
Collections
  • Departament de Ciència i Enginyeria de Materials - Articles de revista [551]
  • DRM - Dosimetria i Radiofísica Mèdica - Articles de revista [79]
Share:
 
  View Usage Statistics

Show full item record

FilesDescriptionSizeFormatView
4592858a-6244-416d-91d8-8bf7ae8e033f.pdf4,906MbPDFView/Open

Browse

This CollectionBy Issue DateAuthorsOther contributionsTitlesSubjectsThis repositoryCommunities & CollectionsBy Issue DateAuthorsOther contributionsTitlesSubjects

© UPC Obrir en finestra nova . Servei de Biblioteques, Publicacions i Arxius

info.biblioteques@upc.edu

  • About This Repository
  • Contact Us
  • Send Feedback
  • Privacy Settings
  • Inici de la pàgina