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Modelação teórica de vigas de betão armado com secção rectangular cheia à torção com base no SMMT

dc.contributor.advisorBernardo, Luís Filipe Almeida
dc.contributor.authorFernandes, Cátia Vanessa Sacadura
dc.date.accessioned2015-06-02T09:56:46Z
dc.date.available2015-06-02T09:56:46Z
dc.date.issued2012
dc.date.submitted2012-02
dc.description.abstractThe global behavior of reinforced concrete beams under pure torsion is studied in this thesis. This study includes beams with rectangular plain cross section. Both normal and high strength concrete beams are concerned. The theoretical study is based on the Softened Membrane Model (SMM). The theoretical models were analyzed to characterize the pre-cracking and post-cracking responses of the beams under torsion. In order to evaluate the results for the theoretical model, the predictions were compared with several experimental results from studies found in bibliography.por
dc.identifier.urihttp://hdl.handle.net/10400.6/3425
dc.language.isoporpor
dc.subjectBetão armado - Vigaspor
dc.subjectBetão armado - Vigas - Torçãopor
dc.subjectBetão de alta resistênciapor
dc.subjectTorção em vigaspor
dc.titleModelação teórica de vigas de betão armado com secção rectangular cheia à torção com base no SMMTpor
dc.typemaster thesis
dspace.entity.typePublication
rcaap.rightsopenAccesspor
rcaap.typemasterThesispor
thesis.degree.disciplineEngenharia Civilpor
thesis.degree.levelMestrepor
thesis.degree.nameDissertação apresentada à Universidade da Beira Interior para a obtenção do grau de mestre em Engenharia Civilpor

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