Study of the increase in bending stiffness on timber beams reinforced with composite materials
Data(s) |
2014
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Resumo |
It is common to find structures that need to be reinforced due to deterioration or because the function of the building changes. The economic cost involved in these forms of interventions is considerable. Therefore, it is interesting to progress in the existing strengthening techniques and the study of new reinforcement systems. This paper analyses the behaviour of timber beams reinforced with carbon and basalt fiber composite materials. The main objective of this study is to test the stiffness increase produced by the carbon and basalt FRP on reinforced beams. The results show the stiffness increase produced by the different types of reinforcement. |
Formato |
application/pdf |
Identificador | |
Idioma(s) |
spa |
Publicador |
E.T.S. de Edificación (UPM) |
Relação |
http://oa.upm.es/36366/1/INVE_MEM_2014_193364.pdf http://www.icce-nano.org |
Direitos |
http://creativecommons.org/licenses/by-nc-nd/3.0/es/ info:eu-repo/semantics/openAccess |
Fonte |
Proceedings of the 22nd Annual International Conference on Composites / Nano Engineering | 22nd Annual International Conference on Composites / Nano Engineering (ICCE-22) | 13-19 Jul 2014 | Malta |
Palavras-Chave | #Ingeniería Civil y de la Construcción |
Tipo |
info:eu-repo/semantics/conferenceObject Ponencia en Congreso o Jornada PeerReviewed |