Discussion of "Simplified Model of Low Cycle Fatigue for RC Frames"

Carnicero, Alberto and Perera Velamazán, Ricardo and Alarcón Álvarez, Enrique (1999). Discussion of "Simplified Model of Low Cycle Fatigue for RC Frames". "Journal of Structural Engineering", v. 125 (n. 10); pp. 1200-1201. ISSN 0733-9445. https://doi.org/10.1061/(ASCE)0733-9445(1999)125:10(1200).

Description

Title: Discussion of "Simplified Model of Low Cycle Fatigue for RC Frames"
Author/s:
  • Carnicero, Alberto
  • Perera Velamazán, Ricardo
  • Alarcón Álvarez, Enrique
Item Type: Article
Título de Revista/Publicación: Journal of Structural Engineering
Date: October 1999
ISSN: 0733-9445
Volume: 125
Subjects:
Faculty: E.T.S.I. Industriales (UPM)
Department: Mecánica Estructural y Construcciones Industriales [hasta 2014]
Creative Commons Licenses: Recognition - No derivative works - Non commercial

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Abstract

To model strength degradation due to low cycle fatigue, at least three different approaches can be considered. One possibility is based on the formulation of a new free energy function and damage energy release rate, as was proposed by Ju(1989). The second approach uses the notion of bounding surface introduced in cyclic plasticity by Dafalias and Popov (1975). From this concept, some models have been proposed to quantify damage in concrete or RC (Suaris et al. 1990). The model proposed by the author to include fatigue effects is based essentially in Marigo (1985) and can be included in this approach.

More information

Item ID: 15393
DC Identifier: http://oa.upm.es/15393/
OAI Identifier: oai:oa.upm.es:15393
DOI: 10.1061/(ASCE)0733-9445(1999)125:10(1200)
Official URL: http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281999%29125%3A10%281200%29
Deposited by: Biblioteca ETSI Industriales
Deposited on: 21 May 2013 06:29
Last Modified: 21 Apr 2016 15:27
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