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Fatigue damage modelling of steel structures
Citation
Perera Velamazán, Ricardo and Gómez Lera, Sagrario and Alarcón Álvarez, Enrique (2000). Fatigue damage modelling of steel structures. In: "3rd. International Conference on Behaviour of Steel Structures in Seismic Areas : STESSA 2000", 21/08/2000-24/08/2000, Montreal, Canada. ISBN 90-5809-130-9.
Description
| Title: | Fatigue damage modelling of steel structures |
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| Author/s: |
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| Item Type: | Presentation at Congress or Conference (Article) |
| Event Title: | 3rd. International Conference on Behaviour of Steel Structures in Seismic Areas : STESSA 2000 |
| Event Dates: | 21/08/2000-24/08/2000 |
| Event Location: | Montreal, Canada |
| Title of Book: | Behaviour of Steel Structures in Seismic Areas : Proceedings of the Third International Conference STESSA 2000 |
| Date: | 1 January 2000 |
| ISBN: | 90-5809-130-9 |
| 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
In the present work a constitutive model is developed which permits the simulation of the low cycle fatigue behaviour in steel framed structures. In the elaboration of this model, the concepts of the mechanics of continuum medium are applied on lumped dissipative models. In this type of formulation an explicit coupling between the damage and the structural mechanical behaviour is employed, allowing the possibility of considering as a whole different coupled phenomena. A damage index is defined in order to model elastoplasticity coupled with damage and fatigue damage.
More information
| Item ID: | 21123 |
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| DC Identifier: | https://oa.upm.es/21123/ |
| OAI Identifier: | oai:oa.upm.es:21123 |
| Official URL: | http://www.crcpress.com/product/isbn/9789058091307 |
| Deposited by: | Biblioteca ETSI Industriales |
| Deposited on: | 09 Oct 2013 09:04 |
| Last Modified: | 21 Apr 2016 11:14 |
