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
69.060 UPC E-Prints
You are here:
View Item 
  •   DSpace Home
  • E-prints
  • Departaments
  • Departament d'Enginyeria Civil i Ambiental
  • Ponències/Comunicacions de congressos
  • View Item
  •   DSpace Home
  • E-prints
  • Departaments
  • Departament d'Enginyeria Civil i Ambiental
  • Ponències/Comunicacions de congressos
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

An experimental study on the cyclic response of austenitic stainless steel

Thumbnail
View/Open
P-080.pdf (765,7Kb) (Restricted access)   Request copy 

Què és aquest botó?

Aquest botó permet demanar una còpia d'un document restringit a l'autor. Es mostra quan:

  • Disposem del correu electrònic de l'autor
  • El document té una mida inferior a 20 Mb
  • Es tracta d'un document d'accés restringit per decisió de l'autor o d'un document d'accés restringit per política de l'editorial
 
10.18057/ICASS2018.P.080
 
  View UPCommons Usage Statistics
  LA Referencia / Recolecta stats
Includes usage data since 2022
Cita com:
hdl:2117/125927

Show full item record
Chacón Flores, Rolando AntonioMés informacióMés informacióMés informació
de Marco, Mauricio
Real Saladrigas, EstherMés informacióMés informacióMés informació
Arrayago Luquin, ItsasoMés informacióMés informacióMés informació
Document typeConference report
Defense date2018
Rights accessRestricted access - publisher's policy
All rights reserved. This work is protected by the corresponding intellectual and industrial property rights. Without prejudice to any existing legal exemptions, reproduction, distribution, public communication or transformation of this work are prohibited without permission of the copyright holder
Abstract
Strain hardening is one of the key features of stainless steel for all structural applications. This property directly affects the definition of cross-sectional resistance, cross-section classification, ductility and energy dissipation. All these properties are fundamental in seismic design. Research related to seismic resistance at cross-section, member, connections and frame levels are necessary in order to assess its potential use in seismic areas as well as the performance of existing structures. In advanced numerical modeling, the cyclic properties of stainless steel must be implemented by means of a nonlinear isotropic/kinematic hardening model. For this purpose, test data and/or a multivariable mathematical definition are needed. In this paper, experimental results related to testing, calibration, comparison and analysis of nonlinear isotropic/kinematic models in stainless steel for seismic applications are presented.
CitationChacon, R., de Marco, M., Real, E., Arrayago, I. An experimental study on the cyclic response of austenitic stainless steel. A: International Conference on Advances in Steel Structures. "Ninth International Conference on Advances in Steel Structures (ICASS 2018)". 2018, p. 1-12. 
URIhttp://hdl.handle.net/2117/125927
DOI10.18057/ICASS2018.P.080
Collections
  • Departament d'Enginyeria Civil i Ambiental - Ponències/Comunicacions de congressos [1.455]
  • ATEM - Anàlisi i Tecnologia d'Estructures i Materials - Ponències/Comunicacions de congressos [243]
  View UPCommons Usage Statistics

Show full item record

FilesDescriptionSizeFormatView
P-080.pdfBlocked765,7KbPDFRestricted access

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
  • Metadata under:Metadata under CC0
  • Contact Us
  • Send Feedback
  • Privacy Settings
  • Inici de la pàgina