Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood
Autor(a) principal: | |
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Data de Publicação: | 2018 |
Outros Autores: | , , , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Institucional da UFMG |
Texto Completo: | https://doi.org/10.9734/CJAST/2018/42993 http://hdl.handle.net/1843/56956 https://orcid.org/0000-0003-3168-7055 https://orcid.org/0000-0002-4066-080X https://orcid.org/0000-0002-3510-8498 |
Resumo: | The pull out of steel bars bonded-in in structural wood pieces present highly satisfactory performance concerning esthetics, strength and connection stiffness, nevertheless, great concerns arise relating to the bonding quality control, making some authors suggest that the bonding operation must be done in a factory environment with the adequate quality control and by specialized people. Several studies have been published analyzing methods of production control or the effect of common contaminators, present in the bonding area which might affect the global capacity of the connection. In this work, anchorage strength was evaluated under the effects of four superficial treatments on the anchorage area of steel bars and increasing and decreasing moisture variations after bonding. The adhesive used was the epoxy resin Sikadur32 Fluid and the steel bars were perpendicularly fixed to the wood fibers, obtained through a random sample of a lot of sawed Corymbia citriodora wood. In 98.70% of rupture, specimen occurred due to loss of resin adhesion on the bar surface, due to chemical and mechanical loss adhesion. |
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2023-07-25T17:30:34Z2023-07-25T17:30:34Z2018285https://doi.org/10.9734/CJAST/2018/429932457-1024http://hdl.handle.net/1843/56956https://orcid.org/0000-0003-3168-7055https://orcid.org/0000-0002-4066-080Xhttps://orcid.org/0000-0002-3510-8498The pull out of steel bars bonded-in in structural wood pieces present highly satisfactory performance concerning esthetics, strength and connection stiffness, nevertheless, great concerns arise relating to the bonding quality control, making some authors suggest that the bonding operation must be done in a factory environment with the adequate quality control and by specialized people. Several studies have been published analyzing methods of production control or the effect of common contaminators, present in the bonding area which might affect the global capacity of the connection. In this work, anchorage strength was evaluated under the effects of four superficial treatments on the anchorage area of steel bars and increasing and decreasing moisture variations after bonding. The adhesive used was the epoxy resin Sikadur32 Fluid and the steel bars were perpendicularly fixed to the wood fibers, obtained through a random sample of a lot of sawed Corymbia citriodora wood. In 98.70% of rupture, specimen occurred due to loss of resin adhesion on the bar surface, due to chemical and mechanical loss adhesion.O arrancamento de barras de aço coladas em peças estruturais de madeira apresenta desempenho altamente satisfatório quanto à estética, resistência e rigidez da ligação, porém, surgem grandes preocupações quanto ao controle de qualidade da colagem, fazendo com que alguns autores sugiram que a operação de colagem deve ser feita em ambiente fabril com o controle de qualidade adequado e por pessoal especializado. Vários estudos foram publicados analisando métodos de controle de produção ou o efeito de contaminantes comuns, presentes na área de ligação, que podem afetar a capacidade global da conexão. Neste trabalho, a resistência de ancoragem foi avaliada sob os efeitos de quatro tratamentos superficiais na área de ancoragem de barras de aço e variações crescentes e decrescentes de umidade após a colagem. O adesivo utilizado foi a resina epóxi Sikadur32 Fluid e as barras de aço foram fixadas perpendicularmente às fibras da madeira, obtidas através de uma amostra aleatória de um lote de madeira serrada de Corymbia citriodora. Em 98,70% das rupturas, o corpo de prova ocorreu devido à perda de adesão da resina na superfície da barra, devido à adesão por perda química e mecânica.engUniversidade Federal de Minas GeraisUFMGBrasilENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVILCurrent Journal of Applied Science and TechnologyBarras de açoResinas epoxiMadeiraBonded-in barStructural resinsAnchorage strengthSuperficial treatmentComparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora woodComparação da resistência de ancoragem de barras de aço coladas com resina epóxi, variando os tratamentos superficiais e a umidade após a colagem, utilizando madeira de Corymbia citriodorainfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttps://journalcjast.com/index.php/CJAST/article/view/1705Julio César PigozzoEduardo ChahudFelipe Nascimento ArroyoAndré Luis ChristoforoDiego Henrique de AlmeidaFrancisco Antonio Rocco Lahrapplication/pdfinfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFMGinstname:Universidade Federal de Minas Gerais (UFMG)instacron:UFMGLICENSELicense.txtLicense.txttext/plain; charset=utf-82042https://repositorio.ufmg.br/bitstream/1843/56956/1/License.txtfa505098d172de0bc8864fc1287ffe22MD51ORIGINALComparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood.pdfComparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood.pdfapplication/pdf815289https://repositorio.ufmg.br/bitstream/1843/56956/2/Comparison%20of%20anchorage%20strength%20of%20bonded-in%20steel%20bars%20with%20epoxy%20resin%2c%20varying%20the%20superficial%20treatments%20and%20moisture%20after%20bonding%2c%20using%20Corymbia%20citriodora%20wood.pdf78e6e055a9cdf36ab755c96847096156MD521843/569562023-07-25 14:30:34.485oai:repositorio.ufmg.br:1843/56956TElDRU7vv71BIERFIERJU1RSSUJVSe+/ve+/vU8gTu+/vU8tRVhDTFVTSVZBIERPIFJFUE9TSVTvv71SSU8gSU5TVElUVUNJT05BTCBEQSBVRk1HCiAKCkNvbSBhIGFwcmVzZW50Ye+/ve+/vW8gZGVzdGEgbGljZW7vv71hLCB2b2Pvv70gKG8gYXV0b3IgKGVzKSBvdSBvIHRpdHVsYXIgZG9zIGRpcmVpdG9zIGRlIGF1dG9yKSBjb25jZWRlIGFvIFJlcG9zaXTvv71yaW8gSW5zdGl0dWNpb25hbCBkYSBVRk1HIChSSS1VRk1HKSBvIGRpcmVpdG8gbu+/vW8gZXhjbHVzaXZvIGUgaXJyZXZvZ++/vXZlbCBkZSByZXByb2R1emlyIGUvb3UgZGlzdHJpYnVpciBhIHN1YSBwdWJsaWNh77+977+9byAoaW5jbHVpbmRvIG8gcmVzdW1vKSBwb3IgdG9kbyBvIG11bmRvIG5vIGZvcm1hdG8gaW1wcmVzc28gZSBlbGV0cu+/vW5pY28gZSBlbSBxdWFscXVlciBtZWlvLCBpbmNsdWluZG8gb3MgZm9ybWF0b3Mg77+9dWRpbyBvdSB277+9ZGVvLgoKVm9j77+9IGRlY2xhcmEgcXVlIGNvbmhlY2UgYSBwb2zvv710aWNhIGRlIGNvcHlyaWdodCBkYSBlZGl0b3JhIGRvIHNldSBkb2N1bWVudG8gZSBxdWUgY29uaGVjZSBlIGFjZWl0YSBhcyBEaXJldHJpemVzIGRvIFJJLVVGTUcuCgpWb2Pvv70gY29uY29yZGEgcXVlIG8gUmVwb3NpdO+/vXJpbyBJbnN0aXR1Y2lvbmFsIGRhIFVGTUcgcG9kZSwgc2VtIGFsdGVyYXIgbyBjb250Ze+/vWRvLCB0cmFuc3BvciBhIHN1YSBwdWJsaWNh77+977+9byBwYXJhIHF1YWxxdWVyIG1laW8gb3UgZm9ybWF0byBwYXJhIGZpbnMgZGUgcHJlc2VydmHvv73vv71vLgoKVm9j77+9IHRhbWLvv71tIGNvbmNvcmRhIHF1ZSBvIFJlcG9zaXTvv71yaW8gSW5zdGl0dWNpb25hbCBkYSBVRk1HIHBvZGUgbWFudGVyIG1haXMgZGUgdW1hIGPvv71waWEgZGUgc3VhIHB1YmxpY2Hvv73vv71vIHBhcmEgZmlucyBkZSBzZWd1cmFu77+9YSwgYmFjay11cCBlIHByZXNlcnZh77+977+9by4KClZvY++/vSBkZWNsYXJhIHF1ZSBhIHN1YSBwdWJsaWNh77+977+9byDvv70gb3JpZ2luYWwgZSBxdWUgdm9j77+9IHRlbSBvIHBvZGVyIGRlIGNvbmNlZGVyIG9zIGRpcmVpdG9zIGNvbnRpZG9zIG5lc3RhIGxpY2Vu77+9YS4gVm9j77+9IHRhbWLvv71tIGRlY2xhcmEgcXVlIG8gZGVw77+9c2l0byBkZSBzdWEgcHVibGljYe+/ve+/vW8gbu+/vW8sIHF1ZSBzZWphIGRlIHNldSBjb25oZWNpbWVudG8sIGluZnJpbmdlIGRpcmVpdG9zIGF1dG9yYWlzIGRlIG5pbmd177+9bS4KCkNhc28gYSBzdWEgcHVibGljYe+/ve+/vW8gY29udGVuaGEgbWF0ZXJpYWwgcXVlIHZvY++/vSBu77+9byBwb3NzdWkgYSB0aXR1bGFyaWRhZGUgZG9zIGRpcmVpdG9zIGF1dG9yYWlzLCB2b2Pvv70gZGVjbGFyYSBxdWUgb2J0ZXZlIGEgcGVybWlzc++/vW8gaXJyZXN0cml0YSBkbyBkZXRlbnRvciBkb3MgZGlyZWl0b3MgYXV0b3JhaXMgcGFyYSBjb25jZWRlciBhbyBSZXBvc2l077+9cmlvIEluc3RpdHVjaW9uYWwgZGEgVUZNRyBvcyBkaXJlaXRvcyBhcHJlc2VudGFkb3MgbmVzdGEgbGljZW7vv71hLCBlIHF1ZSBlc3NlIG1hdGVyaWFsIGRlIHByb3ByaWVkYWRlIGRlIHRlcmNlaXJvcyBlc3Tvv70gY2xhcmFtZW50ZSBpZGVudGlmaWNhZG8gZSByZWNvbmhlY2lkbyBubyB0ZXh0byBvdSBubyBjb250Ze+/vWRvIGRhIHB1YmxpY2Hvv73vv71vIG9yYSBkZXBvc2l0YWRhLgoKQ0FTTyBBIFBVQkxJQ0Hvv73vv71PIE9SQSBERVBPU0lUQURBIFRFTkhBIFNJRE8gUkVTVUxUQURPIERFIFVNIFBBVFJPQ++/vU5JTyBPVSBBUE9JTyBERSBVTUEgQUfvv71OQ0lBIERFIEZPTUVOVE8gT1UgT1VUUk8gT1JHQU5JU01PLCBWT0Pvv70gREVDTEFSQSBRVUUgUkVTUEVJVE9VIFRPRE9TIEUgUVVBSVNRVUVSIERJUkVJVE9TIERFIFJFVklT77+9TyBDT01PIFRBTULvv71NIEFTIERFTUFJUyBPQlJJR0Hvv73vv71FUyBFWElHSURBUyBQT1IgQ09OVFJBVE8gT1UgQUNPUkRPLgoKTyBSZXBvc2l077+9cmlvIEluc3RpdHVjaW9uYWwgZGEgVUZNRyBzZSBjb21wcm9tZXRlIGEgaWRlbnRpZmljYXIgY2xhcmFtZW50ZSBvIHNldSBub21lKHMpIG91IG8ocykgbm9tZXMocykgZG8ocykgZGV0ZW50b3IoZXMpIGRvcyBkaXJlaXRvcyBhdXRvcmFpcyBkYSBwdWJsaWNh77+977+9bywgZSBu77+9byBmYXLvv70gcXVhbHF1ZXIgYWx0ZXJh77+977+9bywgYWzvv71tIGRhcXVlbGFzIGNvbmNlZGlkYXMgcG9yIGVzdGEgbGljZW7vv71hLgo=Repositório de PublicaçõesPUBhttps://repositorio.ufmg.br/oaiopendoar:2023-07-25T17:30:34Repositório Institucional da UFMG - Universidade Federal de Minas Gerais (UFMG)false |
dc.title.pt_BR.fl_str_mv |
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood |
dc.title.alternative.pt_BR.fl_str_mv |
Comparação da resistência de ancoragem de barras de aço coladas com resina epóxi, variando os tratamentos superficiais e a umidade após a colagem, utilizando madeira de Corymbia citriodora |
title |
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood |
spellingShingle |
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood Julio César Pigozzo Bonded-in bar Structural resins Anchorage strength Superficial treatment Barras de aço Resinas epoxi Madeira |
title_short |
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood |
title_full |
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood |
title_fullStr |
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood |
title_full_unstemmed |
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood |
title_sort |
Comparison of anchorage strength of bonded-in steel bars with epoxy resin, varying the superficial treatments and moisture after bonding, using Corymbia citriodora wood |
author |
Julio César Pigozzo |
author_facet |
Julio César Pigozzo Eduardo Chahud Felipe Nascimento Arroyo André Luis Christoforo Diego Henrique de Almeida Francisco Antonio Rocco Lahr |
author_role |
author |
author2 |
Eduardo Chahud Felipe Nascimento Arroyo André Luis Christoforo Diego Henrique de Almeida Francisco Antonio Rocco Lahr |
author2_role |
author author author author author |
dc.contributor.author.fl_str_mv |
Julio César Pigozzo Eduardo Chahud Felipe Nascimento Arroyo André Luis Christoforo Diego Henrique de Almeida Francisco Antonio Rocco Lahr |
dc.subject.por.fl_str_mv |
Bonded-in bar Structural resins Anchorage strength Superficial treatment |
topic |
Bonded-in bar Structural resins Anchorage strength Superficial treatment Barras de aço Resinas epoxi Madeira |
dc.subject.other.pt_BR.fl_str_mv |
Barras de aço Resinas epoxi Madeira |
description |
The pull out of steel bars bonded-in in structural wood pieces present highly satisfactory performance concerning esthetics, strength and connection stiffness, nevertheless, great concerns arise relating to the bonding quality control, making some authors suggest that the bonding operation must be done in a factory environment with the adequate quality control and by specialized people. Several studies have been published analyzing methods of production control or the effect of common contaminators, present in the bonding area which might affect the global capacity of the connection. In this work, anchorage strength was evaluated under the effects of four superficial treatments on the anchorage area of steel bars and increasing and decreasing moisture variations after bonding. The adhesive used was the epoxy resin Sikadur32 Fluid and the steel bars were perpendicularly fixed to the wood fibers, obtained through a random sample of a lot of sawed Corymbia citriodora wood. In 98.70% of rupture, specimen occurred due to loss of resin adhesion on the bar surface, due to chemical and mechanical loss adhesion. |
publishDate |
2018 |
dc.date.issued.fl_str_mv |
2018 |
dc.date.accessioned.fl_str_mv |
2023-07-25T17:30:34Z |
dc.date.available.fl_str_mv |
2023-07-25T17:30:34Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/1843/56956 |
dc.identifier.doi.pt_BR.fl_str_mv |
https://doi.org/10.9734/CJAST/2018/42993 |
dc.identifier.issn.pt_BR.fl_str_mv |
2457-1024 |
dc.identifier.orcid.pt_BR.fl_str_mv |
https://orcid.org/0000-0003-3168-7055 https://orcid.org/0000-0002-4066-080X https://orcid.org/0000-0002-3510-8498 |
url |
https://doi.org/10.9734/CJAST/2018/42993 http://hdl.handle.net/1843/56956 https://orcid.org/0000-0003-3168-7055 https://orcid.org/0000-0002-4066-080X https://orcid.org/0000-0002-3510-8498 |
identifier_str_mv |
2457-1024 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.ispartof.pt_BR.fl_str_mv |
Current Journal of Applied Science and Technology |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Universidade Federal de Minas Gerais |
dc.publisher.initials.fl_str_mv |
UFMG |
dc.publisher.country.fl_str_mv |
Brasil |
dc.publisher.department.fl_str_mv |
ENG - DEPARTAMENTO DE ENGENHARIA MATERIAIS E DA CONSTRUÇÃO CIVIL |
publisher.none.fl_str_mv |
Universidade Federal de Minas Gerais |
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reponame:Repositório Institucional da UFMG instname:Universidade Federal de Minas Gerais (UFMG) instacron:UFMG |
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UFMG |
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UFMG |
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