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Título: INFLUENCE OF THE CONCRETE STRENGTH ON THE BEHAVIOR OF PRESTRESSED BEAMS WITH EXTERNAL ARAMID TENDONS
Autor: SIDICLEI FORMAGINI
Colaborador(es): GIUSEPPE BARBOSA GUIMARAES - Orientador
Catalogação: 20/FEV/2001 Língua(s): PORTUGUESE - BRAZIL
Tipo: TEXT Subtipo: THESIS
Notas: [pt] Todos os dados constantes dos documentos são de inteira responsabilidade de seus autores. Os dados utilizados nas descrições dos documentos estão em conformidade com os sistemas da administração da PUC-Rio.
[en] All data contained in the documents are the sole responsibility of the authors. The data used in the descriptions of the documents are in conformity with the systems of the administration of PUC-Rio.
Referência(s): [pt] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=1271&idi=1
[en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=1271&idi=2
[es] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=1271&idi=4
DOI: https://doi.org/10.17771/PUCRio.acad.1271
Resumo:
An experimental investigation on five concrete beams prestressed with external aramid tendons was carried out for the purpose of studying the influence of concrete on the flexural behaviour at service and ultimate loads. The beams were prestressed with Type G Parafil tendons, which are made of Kevlar 49 fibres. The strength and elastic modulus of the cables are 1950 MPa and 12600 MPa respectively. The main variable considered in the testes was the strength of the concrete with values of 36, 57, 73, 74 and 104 MPa. The results show that for an increase of 189% in the strength of the concrete, an increase of only 33% in the ultimate moment is observed. Experimental results were compared with results predicted by some Codes of Practice. This comparison shows that the theoretical models give good results.
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