Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável
Autor(a) principal: | |
---|---|
Data de Publicação: | 2014 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Repositório Institucional da UFG |
Texto Completo: | http://repositorio.bc.ufg.br/tede/handle/tede/4248 |
Resumo: | Strengthening of reinforced concrete columns by jacketing is one of the most common structural rehabilitation techniques in Brazil. For adequate performance, it is necessary, among others, to avoid detachment of the new concrete layer (strengthening material) from the old concrete substrate when the strengthened member is again in service conditions. This paper describes the test results of eight reinforced concrete rectangular columns subjected to combined compression and one-axis bending to evaluate the efficiency of using sleeve wedge bolts across the new concrete/old concrete interface to avoid detachment. The strengthening technique, in this case, consisted of adding a layer of self-compacting concrete to one column face. Two columns tested were monolithic and named PO (original column) e PR (reference column). The other six columns were strengthened using a new 35 mm thick self-compacting concrete layer attached to the column face subjected to highest compressive stresses. Column PO had a 120mm by 250 mm rectangular cross section and its results gave information about column behavior without the use of strengthening. Column PR had a 155mm by 250 mm rectangular cross section and its cross section dimensions matched the strengthened columns but it was cast monolithically. To improve bond conditions between the existing concrete and the new concrete, the concrete surface was roughened and the outermost aggregate was exposed using hydro jetting. Holes along the concrete surface were made to insert the wedge bolts responsible for increasing the bond between the two concrete surfaces. The difference among the six strengthened columns consisted in the position and amount of bolts used. Results indicate the position and amount of the bolts significantly alters the strength capacity of the strengthened columns since premature rupture by concrete detachment was delayed. The reinforcement used was increased approximately three times the ultimate load of the original column, indicating the good performance of reinforcement. |
id |
UFG-2_218242af3ac093f4fd2ed22f7a91714b |
---|---|
oai_identifier_str |
oai:repositorio.bc.ufg.br:tede/4248 |
network_acronym_str |
UFG-2 |
network_name_str |
Repositório Institucional da UFG |
repository_id_str |
|
spelling |
Gomes, Ronaldo Barroshttp://lattes.cnpq.br/6046088082653028Liserre, Andrea Prado Abreu ReisGomes, Ronaldo BarrosLiserre, Andrea Prado Abreu ReisGuimarães, Gilson NatalTrautwein, Leandro Moutahttp://lattes.cnpq.br/5128465863649276Marques, Marília Gonçalves2015-03-05T20:16:35Z2014-04-11MARQUES, M. G. Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável. 2014. 197 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Goiás, Goiânia, 2014.http://repositorio.bc.ufg.br/tede/handle/tede/4248Strengthening of reinforced concrete columns by jacketing is one of the most common structural rehabilitation techniques in Brazil. For adequate performance, it is necessary, among others, to avoid detachment of the new concrete layer (strengthening material) from the old concrete substrate when the strengthened member is again in service conditions. This paper describes the test results of eight reinforced concrete rectangular columns subjected to combined compression and one-axis bending to evaluate the efficiency of using sleeve wedge bolts across the new concrete/old concrete interface to avoid detachment. The strengthening technique, in this case, consisted of adding a layer of self-compacting concrete to one column face. Two columns tested were monolithic and named PO (original column) e PR (reference column). The other six columns were strengthened using a new 35 mm thick self-compacting concrete layer attached to the column face subjected to highest compressive stresses. Column PO had a 120mm by 250 mm rectangular cross section and its results gave information about column behavior without the use of strengthening. Column PR had a 155mm by 250 mm rectangular cross section and its cross section dimensions matched the strengthened columns but it was cast monolithically. To improve bond conditions between the existing concrete and the new concrete, the concrete surface was roughened and the outermost aggregate was exposed using hydro jetting. Holes along the concrete surface were made to insert the wedge bolts responsible for increasing the bond between the two concrete surfaces. The difference among the six strengthened columns consisted in the position and amount of bolts used. Results indicate the position and amount of the bolts significantly alters the strength capacity of the strengthened columns since premature rupture by concrete detachment was delayed. The reinforcement used was increased approximately three times the ultimate load of the original column, indicating the good performance of reinforcement.ANÁLISE DO COMPORTAMENTO DE PILARES DE CONCRETO ARMADO REFORÇADOS COM CHUMBADORES E CONCRETO AUTO ADENSÁVEL O reforço de pilares de concreto armado por encamisamento é uma das técnicas de reabilitação estrutural mais utilizada no Brasil. Para que este tipo de intervenção funcione, é preciso entre outras coisas evitar o desplacamento entre o concreto adicionado (material do reforço) e o concreto antigo (substrato) quando a peça reabilitada é colocada novamente em serviço. Neste trabalho são descritos os resultados dos ensaios de oito pilares de concreto armado, submetidos à flexo-compressão reta, com o intuito de avaliar a eficiência do uso de chumbadores metálicos cruzando a interface de ligação entre os concretos moldados em idades distintas, para evitar o desplacamento entre estes materiais. Dos oito pilares ensaiados, dois eram referências e foram denominados de PO (pilar original) e PR. (pilar referência). Os outros seis foram reforçados acrescentando-se uma camada de concreto auto-adensável de 35 mm à face comprimida. O pilar PO, tinha seção transversal de 120 x 250 mm, e forneceu informações sobre o comportamento da peça antes da execução do reforço. O pilar PR tinha seção transversal de 155 x 250 mm, e forneceu informações sobre o comportamento de uma peça monolitica de seção idêntica a dos pilares após o reforço. Para executar a intervenção, inicialmente escarificou-se, por hidrojateamento, a zona de interface a ser formada pelo contato entre o concreto do reforço e do substrato. Posteriormente, fizeram-se furos ao longo desta superfície, onde foram inseridos os chumbadores mecânicos responsáveis por aumentar a aderência entre os concretos. A diferença entre os seis pilares reforçados consistia justamente na variação da posição e da quantidade dos chumbadores usados em cada peça. Os resultados obtidos indicaram que a quantidade e a posição destes chumbadores interferiram significativamente na capacidade portante dos pilares reforçados, pois retardavam a ocorrência de uma ruptura prematura por desplacamento entre os concretos do reforço e do substrato. O reforço utilizado aumentou aproximadamente três vezes a carga de ruptura do pilar original, indicando o bom desempenho do reforço.Submitted by Erika Demachki (erikademachki@gmail.com) on 2015-03-05T20:16:17Z No. of bitstreams: 2 Dissertação - Marília Gonçalves Marques - 2014.pdf: 6536401 bytes, checksum: 080ea60c6004cee2f33a28aab0065b39 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Approved for entry into archive by Erika Demachki (erikademachki@gmail.com) on 2015-03-05T20:16:35Z (GMT) No. of bitstreams: 2 Dissertação - Marília Gonçalves Marques - 2014.pdf: 6536401 bytes, checksum: 080ea60c6004cee2f33a28aab0065b39 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Made available in DSpace on 2015-03-05T20:16:35Z (GMT). No. of bitstreams: 2 Dissertação - Marília Gonçalves Marques - 2014.pdf: 6536401 bytes, checksum: 080ea60c6004cee2f33a28aab0065b39 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5) Previous issue date: 2014-04-11application/pdfhttp://repositorio.bc.ufg.br/tede/retrieve/17444/Disserta%c3%a7%c3%a3o%20-%20Mar%c3%adlia%20Gon%c3%a7alves%20Marques%20-%202014.pdf.jpgporUniversidade Federal de GoiásPrograma de Pós-graduação em Engenharia Civil (EEC)UFGBrasilEscola de Engenharia Civil - EEC (RG)http://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessPilarReforçoChumbadoresFlexo-compressão retaAderênciaColumnReinforcementWedge boltsBendingCompressionBondENGENHARIA CIVIL::ESTRUTURASAnálise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensávelAnalysis of the behavior of reinforced concrete columns strengthened with sleeve wedge bolts and a self-compacting concrete layerinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis-65364464898176751756006006007240872516263155857962414133013518621reponame:Repositório Institucional da UFGinstname:Universidade Federal de Goiás (UFG)instacron:UFGLICENSElicense.txtlicense.txttext/plain; charset=utf-82165http://repositorio.bc.ufg.br/tede/bitstreams/ef4264c0-e688-4b53-9461-e3093c1138a9/downloadbd3efa91386c1718a7f26a329fdcb468MD51CC-LICENSElicense_urllicense_urltext/plain; charset=utf-849http://repositorio.bc.ufg.br/tede/bitstreams/8ac214be-2915-44ee-b6e8-eea6f4b0144d/download4afdbb8c545fd630ea7db775da747b2fMD52license_textlicense_texttext/html; charset=utf-822376http://repositorio.bc.ufg.br/tede/bitstreams/4970ac92-a435-40bc-8b2a-b4f972ea8625/downloadb292a83e42bd8ad62533bba1395b83ffMD53license_rdflicense_rdfapplication/rdf+xml; charset=utf-823148http://repositorio.bc.ufg.br/tede/bitstreams/ec62d606-ff5d-441c-95b3-545ba3f3138b/download9da0b6dfac957114c6a7714714b86306MD54ORIGINALDissertação - Marília Gonçalves Marques - 2014.pdfDissertação - Marília Gonçalves Marques - 2014.pdfapplication/pdf6536401http://repositorio.bc.ufg.br/tede/bitstreams/418fa4de-5d1a-4903-ae30-7722e0f96dba/download080ea60c6004cee2f33a28aab0065b39MD55TEXTDissertação - Marília Gonçalves Marques - 2014.pdf.txtDissertação - Marília Gonçalves Marques - 2014.pdf.txtExtracted Texttext/plain277942http://repositorio.bc.ufg.br/tede/bitstreams/5392ce0a-6506-4c7a-9754-16253e468cd7/download7a6f428e00c7861b9b92954e4d4b061cMD56THUMBNAILDissertação - Marília Gonçalves Marques - 2014.pdf.jpgDissertação - Marília Gonçalves Marques - 2014.pdf.jpgGenerated Thumbnailimage/jpeg1954http://repositorio.bc.ufg.br/tede/bitstreams/611b6e40-f4a7-488a-886d-28bea84e9746/download3cc83f2afd32068c1b2f64b2e1037566MD57tede/42482015-03-06 03:01:45.547http://creativecommons.org/licenses/by-nc-nd/4.0/Acesso Abertoopen.accessoai:repositorio.bc.ufg.br:tede/4248http://repositorio.bc.ufg.br/tedeRepositório InstitucionalPUBhttp://repositorio.bc.ufg.br/oai/requesttasesdissertacoes.bc@ufg.bropendoar:2015-03-06T06:01:45Repositório Institucional da UFG - Universidade Federal de Goiás (UFG)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 |
dc.title.eng.fl_str_mv |
Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável |
dc.title.alternative.eng.fl_str_mv |
Analysis of the behavior of reinforced concrete columns strengthened with sleeve wedge bolts and a self-compacting concrete layer |
title |
Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável |
spellingShingle |
Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável Marques, Marília Gonçalves Pilar Reforço Chumbadores Flexo-compressão reta Aderência Column Reinforcement Wedge bolts Bending Compression Bond ENGENHARIA CIVIL::ESTRUTURAS |
title_short |
Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável |
title_full |
Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável |
title_fullStr |
Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável |
title_full_unstemmed |
Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável |
title_sort |
Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável |
author |
Marques, Marília Gonçalves |
author_facet |
Marques, Marília Gonçalves |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
Gomes, Ronaldo Barros |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/6046088082653028 |
dc.contributor.advisor-co1.fl_str_mv |
Liserre, Andrea Prado Abreu Reis |
dc.contributor.referee1.fl_str_mv |
Gomes, Ronaldo Barros |
dc.contributor.referee2.fl_str_mv |
Liserre, Andrea Prado Abreu Reis |
dc.contributor.referee3.fl_str_mv |
Guimarães, Gilson Natal |
dc.contributor.referee4.fl_str_mv |
Trautwein, Leandro Mouta |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/5128465863649276 |
dc.contributor.author.fl_str_mv |
Marques, Marília Gonçalves |
contributor_str_mv |
Gomes, Ronaldo Barros Liserre, Andrea Prado Abreu Reis Gomes, Ronaldo Barros Liserre, Andrea Prado Abreu Reis Guimarães, Gilson Natal Trautwein, Leandro Mouta |
dc.subject.por.fl_str_mv |
Pilar Reforço Chumbadores Flexo-compressão reta Aderência |
topic |
Pilar Reforço Chumbadores Flexo-compressão reta Aderência Column Reinforcement Wedge bolts Bending Compression Bond ENGENHARIA CIVIL::ESTRUTURAS |
dc.subject.eng.fl_str_mv |
Column Reinforcement Wedge bolts Bending Compression Bond |
dc.subject.cnpq.fl_str_mv |
ENGENHARIA CIVIL::ESTRUTURAS |
description |
Strengthening of reinforced concrete columns by jacketing is one of the most common structural rehabilitation techniques in Brazil. For adequate performance, it is necessary, among others, to avoid detachment of the new concrete layer (strengthening material) from the old concrete substrate when the strengthened member is again in service conditions. This paper describes the test results of eight reinforced concrete rectangular columns subjected to combined compression and one-axis bending to evaluate the efficiency of using sleeve wedge bolts across the new concrete/old concrete interface to avoid detachment. The strengthening technique, in this case, consisted of adding a layer of self-compacting concrete to one column face. Two columns tested were monolithic and named PO (original column) e PR (reference column). The other six columns were strengthened using a new 35 mm thick self-compacting concrete layer attached to the column face subjected to highest compressive stresses. Column PO had a 120mm by 250 mm rectangular cross section and its results gave information about column behavior without the use of strengthening. Column PR had a 155mm by 250 mm rectangular cross section and its cross section dimensions matched the strengthened columns but it was cast monolithically. To improve bond conditions between the existing concrete and the new concrete, the concrete surface was roughened and the outermost aggregate was exposed using hydro jetting. Holes along the concrete surface were made to insert the wedge bolts responsible for increasing the bond between the two concrete surfaces. The difference among the six strengthened columns consisted in the position and amount of bolts used. Results indicate the position and amount of the bolts significantly alters the strength capacity of the strengthened columns since premature rupture by concrete detachment was delayed. The reinforcement used was increased approximately three times the ultimate load of the original column, indicating the good performance of reinforcement. |
publishDate |
2014 |
dc.date.issued.fl_str_mv |
2014-04-11 |
dc.date.accessioned.fl_str_mv |
2015-03-05T20:16:35Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
format |
masterThesis |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
MARQUES, M. G. Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável. 2014. 197 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Goiás, Goiânia, 2014. |
dc.identifier.uri.fl_str_mv |
http://repositorio.bc.ufg.br/tede/handle/tede/4248 |
identifier_str_mv |
MARQUES, M. G. Análise do comportamento de pilares de concreto armado reforçados com chumbadores e concreto auto adensável. 2014. 197 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Goiás, Goiânia, 2014. |
url |
http://repositorio.bc.ufg.br/tede/handle/tede/4248 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.program.fl_str_mv |
-6536446489817675175 |
dc.relation.confidence.fl_str_mv |
600 600 600 |
dc.relation.department.fl_str_mv |
724087251626315585 |
dc.relation.cnpq.fl_str_mv |
7962414133013518621 |
dc.rights.driver.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de Goiás |
dc.publisher.program.fl_str_mv |
Programa de Pós-graduação em Engenharia Civil (EEC) |
dc.publisher.initials.fl_str_mv |
UFG |
dc.publisher.country.fl_str_mv |
Brasil |
dc.publisher.department.fl_str_mv |
Escola de Engenharia Civil - EEC (RG) |
publisher.none.fl_str_mv |
Universidade Federal de Goiás |
dc.source.none.fl_str_mv |
reponame:Repositório Institucional da UFG instname:Universidade Federal de Goiás (UFG) instacron:UFG |
instname_str |
Universidade Federal de Goiás (UFG) |
instacron_str |
UFG |
institution |
UFG |
reponame_str |
Repositório Institucional da UFG |
collection |
Repositório Institucional da UFG |
bitstream.url.fl_str_mv |
http://repositorio.bc.ufg.br/tede/bitstreams/ef4264c0-e688-4b53-9461-e3093c1138a9/download http://repositorio.bc.ufg.br/tede/bitstreams/8ac214be-2915-44ee-b6e8-eea6f4b0144d/download http://repositorio.bc.ufg.br/tede/bitstreams/4970ac92-a435-40bc-8b2a-b4f972ea8625/download http://repositorio.bc.ufg.br/tede/bitstreams/ec62d606-ff5d-441c-95b3-545ba3f3138b/download http://repositorio.bc.ufg.br/tede/bitstreams/418fa4de-5d1a-4903-ae30-7722e0f96dba/download http://repositorio.bc.ufg.br/tede/bitstreams/5392ce0a-6506-4c7a-9754-16253e468cd7/download http://repositorio.bc.ufg.br/tede/bitstreams/611b6e40-f4a7-488a-886d-28bea84e9746/download |
bitstream.checksum.fl_str_mv |
bd3efa91386c1718a7f26a329fdcb468 4afdbb8c545fd630ea7db775da747b2f b292a83e42bd8ad62533bba1395b83ff 9da0b6dfac957114c6a7714714b86306 080ea60c6004cee2f33a28aab0065b39 7a6f428e00c7861b9b92954e4d4b061c 3cc83f2afd32068c1b2f64b2e1037566 |
bitstream.checksumAlgorithm.fl_str_mv |
MD5 MD5 MD5 MD5 MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositório Institucional da UFG - Universidade Federal de Goiás (UFG) |
repository.mail.fl_str_mv |
tasesdissertacoes.bc@ufg.br |
_version_ |
1798044325376950272 |