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Discussion of "Simplified Model of Low Cycle Fatigue for RC Frames"
Citation
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" |
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| Author/s: |
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| 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 |
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 |
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| 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 |
