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Estatística
Título: THEORETICAL AND EXPERIMENTAL STUDY OF A MODIFIED STUB-GIRDER FLOOR SYSTEM
Autor: ANTONYONY CARLOS JORDAO HEITOR
Colaborador(es): RAUL ROSAS E SILVA - Orientador
SEBASTIAO ARTHUR LOPES DE ANDRADE - Coorientador
Catalogação: 29/NOV/2021 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=56207&idi=1
[en] https://www.maxwell.vrac.puc-rio.br/projetosEspeciais/ETDs/consultas/conteudo.php?strSecao=resultado&nrSeq=56207&idi=2
DOI: https://doi.org/10.17771/PUCRio.acad.56207
Resumo:
Steel-concrete composite structural systems are increasingly adopted in Brazil s construction industry. In these systems steel and concrete are used to create sections that behave in structurally efficient manner by utilizing steel s tensile strength and concrete s compressive strength. The purpose of this research is to evaluate the structural behavior of a Stub-Girder floor system, modified to improve the use of steel profiles in its manufacturing process. A numerical procedure is developed, based on nonlinear analysis through the use of the finite element method (FEM), employing the software ANSYS. To calibrate the numerical model, data from full-scale tests available in the literature were used in addition to a full-scale test carried out in the Structures Laboratory (Civil Engineering and Environment department, PUC-Rio). A parametric analysis was performed using several types of profiles available in the Brazilian market so that the modified stub-girder system could be evaluated regarding strength and stiffness. The constitutive models for concrete were shown to be coherent with laboratory results.
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