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Finite element simulation of sandwich panels of laminated plaster and rockwool under mixed mode fracture
Citation
Alonso Vera, Juan Antonio 
ORCID: https://orcid.org/0000-0002-0391-994X, Reyes Pozo, Encarnación ORCID: https://orcid.org/0000-0002-1284-7335 and Gálvez Ruiz, Jaime ORCID: https://orcid.org/0000-0001-9106-2917
(2013).
Finite element simulation of sandwich panels of laminated plaster and rockwool under mixed mode fracture.
In: "CFRAC 2013: The Third International Conference on Computational Modeling of Fracture and Failure of Materials and Structures", 05/06/2013 - 07/06/2013, Praga (Rep. Checa). ISBN 978-80-01-05279-2. p. 166.
Description
| Title: | Finite element simulation of sandwich panels of laminated plaster and rockwool under mixed mode fracture |
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| Author/s: |
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| Item Type: | Presentation at Congress or Conference (Article) |
| Event Title: | CFRAC 2013: The Third International Conference on Computational Modeling of Fracture and Failure of Materials and Structures |
| Event Dates: | 05/06/2013 - 07/06/2013 |
| Event Location: | Praga (Rep. Checa) |
| Title of Book: | CFRAC 2013: The Third International Conference on Computational Modeling of Fracture and Failure of Materials and Structures : Proceedings : Czech Technical Univesity in Prague, Czech Republic, 5-7 June 2013 |
| Date: | May 2013 |
| ISBN: | 978-80-01-05279-2 |
| Subjects: | |
| Faculty: | E.T.S.I. Caminos, Canales y Puertos (UPM) |
| Department: | Ingeniería Civil: Construcción |
| Creative Commons Licenses: | Recognition - No derivative works - Non commercial |
Abstract
Sandwich panels of laminated gypsum and rock wool have shown large pathology of cracking due to excessive slabs deflection. Currently the most widespread use of this material is as vertical elements of division or partition, with no structural function, what justifies that there are no studies on the mechanism of fracture and mechanical properties related to it. Therefore, and in order to reduce the cracking problem, it is necessary to progress in the simulation and prediction of the behaviour under tensile and shear load of such panels, although in typical applications have no structural responsability.
More information
| Item ID: | 29184 |
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| DC Identifier: | https://oa.upm.es/29184/ |
| OAI Identifier: | oai:oa.upm.es:29184 |
| Official URL: | http://mech.fsv.cvut.cz/cfrac/ |
| Deposited by: | Memoria Investigacion |
| Deposited on: | 11 Jun 2014 11:05 |
| Last Modified: | 10 Feb 2023 11:38 |
