Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental
Ano de defesa: | 2018 |
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Autor(a) principal: | |
Orientador(a): | |
Banca de defesa: | |
Tipo de documento: | Tese |
Tipo de acesso: | Acesso aberto |
Idioma: | por |
Instituição de defesa: |
Universidade Federal de São Carlos
Câmpus São Carlos |
Programa de Pós-Graduação: |
Programa de Pós-Graduação em Engenharia Civil - PPGECiv
|
Departamento: |
Não Informado pela instituição
|
País: |
Não Informado pela instituição
|
Palavras-chave em Português: | |
Palavras-chave em Inglês: | |
Área do conhecimento CNPq: | |
Link de acesso: | https://repositorio.ufscar.br/handle/ufscar/10366 |
Resumo: | The use of prestressed hollow core slabs has increased significantly and, consequently various productive methods have emerged. These methods do not employ machinery such as extruders or slip former machine. In this research, a production method for prestressed hollow core slab cast into fixed formwork with EPS void former has been detailed and compared with the production that employs machinery. Although there are many producers of hollow core slabs with EPS void former in the Brazilian market, there is still a lack of knowledge about this precast product. Therefore, this research presents a review and recommendations with possible theoretical analyses to be applied within the structural design of this type of precast element, which should also meet the design requirements of the Brazilian codes of practice for cast in situ and precast concrete structures, as well as existent recommendations for prestressed hollow core slabs within the international literature. In order to validate the analytical proposals for design, an experimental program has been carried out comprising standard tests for prestressed hollow core slabs in accordance with international codes of practice and technical literature. Within the experimental program, 15 slabs with heights of 150 mm and were tested under bending and shear forces for simply supported slabs with span of 5,70 meters, comprising 12 shear tests and 3 bending tests. For the shear tests, the length of the span between the applied point load and slab support was varied. Three of the shear tests were carried out for slabs employing transverse reinforcement, while the nine remaining slabs were tested without transverse reinforcement. Complementing the experimental program, three bending tests with concentrated load were also carried out. According to the observed experimental results, the failure mode of the slabs within the shear tests was governed by anchorage failure of the strands. For the bending tests, the experimental results were consistent with the usual bending theory for prestressed members. Finally, for some tested slabs, it has been identified the failure mode was governed by the position of the EPS forming a void within the slab transversal section, which affects the thickness of the top flange. Therefore, an additional study was carried out to evaluate the influence of the cast in place structural topping to increase the bending moment resistance of the prestressed hollow core slab cast into fixed formwork with EPS void former. It is concluded that the use of the cast in place structural topping minimizes possible decreases in the resistant capacity of the prestressed hollow core slab cast into fixed formwork with EPS void former, during the manufacturing process. |
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Inforsato, Thiago BindilattiCarvalho, Roberto Chusthttp://lattes.cnpq.br/3633394168236221http://lattes.cnpq.br/45704300370679362018-08-16T13:17:34Z2018-08-16T13:17:34Z2018-06-18INFORSATO, Thiago Bindilatti. Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental. 2018. Tese (Doutorado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2018. Disponível em: https://repositorio.ufscar.br/handle/ufscar/10366.https://repositorio.ufscar.br/handle/ufscar/10366The use of prestressed hollow core slabs has increased significantly and, consequently various productive methods have emerged. These methods do not employ machinery such as extruders or slip former machine. In this research, a production method for prestressed hollow core slab cast into fixed formwork with EPS void former has been detailed and compared with the production that employs machinery. Although there are many producers of hollow core slabs with EPS void former in the Brazilian market, there is still a lack of knowledge about this precast product. Therefore, this research presents a review and recommendations with possible theoretical analyses to be applied within the structural design of this type of precast element, which should also meet the design requirements of the Brazilian codes of practice for cast in situ and precast concrete structures, as well as existent recommendations for prestressed hollow core slabs within the international literature. In order to validate the analytical proposals for design, an experimental program has been carried out comprising standard tests for prestressed hollow core slabs in accordance with international codes of practice and technical literature. Within the experimental program, 15 slabs with heights of 150 mm and were tested under bending and shear forces for simply supported slabs with span of 5,70 meters, comprising 12 shear tests and 3 bending tests. For the shear tests, the length of the span between the applied point load and slab support was varied. Three of the shear tests were carried out for slabs employing transverse reinforcement, while the nine remaining slabs were tested without transverse reinforcement. Complementing the experimental program, three bending tests with concentrated load were also carried out. According to the observed experimental results, the failure mode of the slabs within the shear tests was governed by anchorage failure of the strands. For the bending tests, the experimental results were consistent with the usual bending theory for prestressed members. Finally, for some tested slabs, it has been identified the failure mode was governed by the position of the EPS forming a void within the slab transversal section, which affects the thickness of the top flange. Therefore, an additional study was carried out to evaluate the influence of the cast in place structural topping to increase the bending moment resistance of the prestressed hollow core slab cast into fixed formwork with EPS void former. It is concluded that the use of the cast in place structural topping minimizes possible decreases in the resistant capacity of the prestressed hollow core slab cast into fixed formwork with EPS void former, during the manufacturing process.O uso da laje alveolar protendida está cada vez mais evidente e tem surgido inúmeros métodos alternativos para sua produção. Esses processos produtivos não utilizam equipamentos de moldagem ou extrusão. Neste trabalho, detalha-se o processo produtivo de laje alveolar moldada por fôrma fixa com a utilização de placas de poliestireno expandido (EPS), fazendo comparação com o processo de produção da laje alveolar executadas com máquinas. As lajes produzidas por fôrma fixa têm sido pouco estudadas, embora possam ser encontradas com certa frequência no mercado. Por este motivo desenvolve-se, neste trabalho, um resumo teórico das análises possíveis a serem usadas neste tipo de peça, recorrendo as normas brasileiras, estrangeiras e às recomendações da literatura técnica. Para corroborar com o emprego das análises e verificar o comportamento estrutural deste elemento desenvolveu-se um programa experimental seguindo, as prescrições de ensaios normativos de lajes alveolares. Neste programa foram realizados quinze ensaios com lajes de altura nominal de 150 mm e simplesmente apoiadas nas extremidades com o comprimento de 5,70 m. Doze deles foram feitos para estudo do esforço cortante e três para a estudo da flexão. Nos doze ensaios de esforço cortante variou-se a distância entre a extremidade da laje e o ponto de atuação da força aplicada. Em três destas lajes utilizou-se estribos nas extremidades. Completam a série de quinze ensaios, três realizados para a análise do comportamento à flexão com força concentrada. Pelos resultados observados conclui-se que, para os ensaios de força cortante, a ruptura da peça foi governada pela falha da ancoragem da armadura ativa. Nos ensaios à flexão os resultados obtidos coincidem com a teoria. Por fim, identifica-se que, em algumas situações, a espessura da capa da laje governa o comportamento estrutural do elemento. Desta forma estuda-se qual é a influência que uma capa de concreto moldado in-loco exercerá na capacidade de carga da laje alveolar moldada por fôrma fixa. Conclui-se que a utilização da capa de concreto minimiza possíveis diminuições da capacidade resistente ou de carregamento da laje alveolar moldada por fôrma fixa devido a movimentação do EPS durante o processo de fabricação.Não recebi financiamentoporUniversidade Federal de São CarlosCâmpus São CarlosPrograma de Pós-Graduação em Engenharia Civil - PPGECivUFSCarLaje alveolarFalha por ancoragemProcesso produtivoFôrma fixaHollow core slabsAnchorage failureProduction processFixed formworkENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL::PROCESSOS CONSTRUTIVOSENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVILENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURASENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS::ESTRUTURAS DE CONCRETOAnálise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimentalAnalysis of prestressed hollow core slab cast into fixed formwork with eps void former – Theoretical and experimental studyinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisOnlineinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFSCARinstname:Universidade Federal de São Carlos (UFSCAR)instacron:UFSCARORIGINALThiago Bindilatti Inforsato - Defesa Doutorado_Rev.01.pdfThiago Bindilatti Inforsato - Defesa Doutorado_Rev.01.pdfapplication/pdf11519324https://{{ getenv "DSPACE_HOST" "repositorio.ufscar.br" }}/bitstream/ufscar/10366/1/Thiago%20Bindilatti%20Inforsato%20-%20Defesa%20Doutorado_Rev.01.pdfc7defbb117783c7be12b0bf31bdfdb2fMD51LICENSElicense.txtlicense.txttext/plain; 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dc.title.por.fl_str_mv |
Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental |
dc.title.alternative.eng.fl_str_mv |
Analysis of prestressed hollow core slab cast into fixed formwork with eps void former – Theoretical and experimental study |
title |
Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental |
spellingShingle |
Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental Inforsato, Thiago Bindilatti Laje alveolar Falha por ancoragem Processo produtivo Fôrma fixa Hollow core slabs Anchorage failure Production process Fixed formwork ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL::PROCESSOS CONSTRUTIVOS ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS::ESTRUTURAS DE CONCRETO |
title_short |
Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental |
title_full |
Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental |
title_fullStr |
Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental |
title_full_unstemmed |
Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental |
title_sort |
Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental |
author |
Inforsato, Thiago Bindilatti |
author_facet |
Inforsato, Thiago Bindilatti |
author_role |
author |
dc.contributor.authorlattes.por.fl_str_mv |
http://lattes.cnpq.br/4570430037067936 |
dc.contributor.author.fl_str_mv |
Inforsato, Thiago Bindilatti |
dc.contributor.advisor1.fl_str_mv |
Carvalho, Roberto Chust |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/3633394168236221 |
contributor_str_mv |
Carvalho, Roberto Chust |
dc.subject.por.fl_str_mv |
Laje alveolar Falha por ancoragem Processo produtivo Fôrma fixa |
topic |
Laje alveolar Falha por ancoragem Processo produtivo Fôrma fixa Hollow core slabs Anchorage failure Production process Fixed formwork ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL::PROCESSOS CONSTRUTIVOS ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS::ESTRUTURAS DE CONCRETO |
dc.subject.eng.fl_str_mv |
Hollow core slabs Anchorage failure Production process Fixed formwork |
dc.subject.cnpq.fl_str_mv |
ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL::PROCESSOS CONSTRUTIVOS ENGENHARIAS::ENGENHARIA CIVIL::CONSTRUCAO CIVIL ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS ENGENHARIAS::ENGENHARIA CIVIL::ESTRUTURAS::ESTRUTURAS DE CONCRETO |
description |
The use of prestressed hollow core slabs has increased significantly and, consequently various productive methods have emerged. These methods do not employ machinery such as extruders or slip former machine. In this research, a production method for prestressed hollow core slab cast into fixed formwork with EPS void former has been detailed and compared with the production that employs machinery. Although there are many producers of hollow core slabs with EPS void former in the Brazilian market, there is still a lack of knowledge about this precast product. Therefore, this research presents a review and recommendations with possible theoretical analyses to be applied within the structural design of this type of precast element, which should also meet the design requirements of the Brazilian codes of practice for cast in situ and precast concrete structures, as well as existent recommendations for prestressed hollow core slabs within the international literature. In order to validate the analytical proposals for design, an experimental program has been carried out comprising standard tests for prestressed hollow core slabs in accordance with international codes of practice and technical literature. Within the experimental program, 15 slabs with heights of 150 mm and were tested under bending and shear forces for simply supported slabs with span of 5,70 meters, comprising 12 shear tests and 3 bending tests. For the shear tests, the length of the span between the applied point load and slab support was varied. Three of the shear tests were carried out for slabs employing transverse reinforcement, while the nine remaining slabs were tested without transverse reinforcement. Complementing the experimental program, three bending tests with concentrated load were also carried out. According to the observed experimental results, the failure mode of the slabs within the shear tests was governed by anchorage failure of the strands. For the bending tests, the experimental results were consistent with the usual bending theory for prestressed members. Finally, for some tested slabs, it has been identified the failure mode was governed by the position of the EPS forming a void within the slab transversal section, which affects the thickness of the top flange. Therefore, an additional study was carried out to evaluate the influence of the cast in place structural topping to increase the bending moment resistance of the prestressed hollow core slab cast into fixed formwork with EPS void former. It is concluded that the use of the cast in place structural topping minimizes possible decreases in the resistant capacity of the prestressed hollow core slab cast into fixed formwork with EPS void former, during the manufacturing process. |
publishDate |
2018 |
dc.date.accessioned.fl_str_mv |
2018-08-16T13:17:34Z |
dc.date.available.fl_str_mv |
2018-08-16T13:17:34Z |
dc.date.issued.fl_str_mv |
2018-06-18 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/doctoralThesis |
format |
doctoralThesis |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
INFORSATO, Thiago Bindilatti. Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental. 2018. Tese (Doutorado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2018. Disponível em: https://repositorio.ufscar.br/handle/ufscar/10366. |
dc.identifier.uri.fl_str_mv |
https://repositorio.ufscar.br/handle/ufscar/10366 |
identifier_str_mv |
INFORSATO, Thiago Bindilatti. Análise de laje alveolar protendida moldada por fôrma fixa e usando placas de poliestireno expandido - Estudo teórico e experimental. 2018. Tese (Doutorado em Engenharia Civil) – Universidade Federal de São Carlos, São Carlos, 2018. Disponível em: https://repositorio.ufscar.br/handle/ufscar/10366. |
url |
https://repositorio.ufscar.br/handle/ufscar/10366 |
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por |
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openAccess |
dc.publisher.none.fl_str_mv |
Universidade Federal de São Carlos Câmpus São Carlos |
dc.publisher.program.fl_str_mv |
Programa de Pós-Graduação em Engenharia Civil - PPGECiv |
dc.publisher.initials.fl_str_mv |
UFSCar |
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Universidade Federal de São Carlos Câmpus São Carlos |
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UFSCAR |
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Repositório Institucional da UFSCAR |
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