ANALYSIS OF EUCALYPTUS GLUED-LAMINATED TIMBER PORTICOS STRUCTURAL PERFORMANCE

ABSTRACT This study evaluated the structural behavior of porticos made from eucalyptus glued boards, using wood of Eucalyptus sp and resorcinol formaldehyde adhesive. Three units, in real scale, of tri-articulated straight porticos, with a 5 meter porthole and a 26º inclination, capable to support t...

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Main Authors: Sandra Maria Ferreira Couri Petrauski, José de Castro Silva, Alfredo Petrauski, Ricardo Marius Della Lucia
Format: Article
Language:English
Published: Sociedade de Investigações Florestais
Series:Revista Árvore
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-67622016000500931&lng=en&tlng=en
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spelling doaj-c4d2e48c05b34e238bca180e397aa5cc2020-11-24T23:15:27ZengSociedade de Investigações FlorestaisRevista Árvore1806-908840593193910.1590/0100-67622016000500017S0100-67622016000500931ANALYSIS OF EUCALYPTUS GLUED-LAMINATED TIMBER PORTICOS STRUCTURAL PERFORMANCESandra Maria Ferreira Couri PetrauskiJosé de Castro SilvaAlfredo PetrauskiRicardo Marius Della LuciaABSTRACT This study evaluated the structural behavior of porticos made from eucalyptus glued boards, using wood of Eucalyptus sp and resorcinol formaldehyde adhesive. Three units, in real scale, of tri-articulated straight porticos, with a 5 meter porthole and a 26º inclination, capable to support tiles covering placement were designed, constructed and subjected to load testing, until rupture. The amount of adhesive used in the construction of the porticos was 250 g/m2 and the bonding pressure of 1.3 MPa. The Hankinson model was employed as an estimator of the glued joints strength, under different angles between the fibers. The average value for the last resistance of the structures was 4.63 times the design load, according to the criteria established by the ABNT, 1997. The structures showed satisfactory mechanical performance and deformations lower than the ones allowed by the standard. It was concluded there is technical feasibility to manufacture porticos fully bonded with small thickness veneers.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-67622016000500931&lng=en&tlng=enEstruturas de madeiraLigaçõesAdesivos
collection DOAJ
language English
format Article
sources DOAJ
author Sandra Maria Ferreira Couri Petrauski
José de Castro Silva
Alfredo Petrauski
Ricardo Marius Della Lucia
spellingShingle Sandra Maria Ferreira Couri Petrauski
José de Castro Silva
Alfredo Petrauski
Ricardo Marius Della Lucia
ANALYSIS OF EUCALYPTUS GLUED-LAMINATED TIMBER PORTICOS STRUCTURAL PERFORMANCE
Revista Árvore
Estruturas de madeira
Ligações
Adesivos
author_facet Sandra Maria Ferreira Couri Petrauski
José de Castro Silva
Alfredo Petrauski
Ricardo Marius Della Lucia
author_sort Sandra Maria Ferreira Couri Petrauski
title ANALYSIS OF EUCALYPTUS GLUED-LAMINATED TIMBER PORTICOS STRUCTURAL PERFORMANCE
title_short ANALYSIS OF EUCALYPTUS GLUED-LAMINATED TIMBER PORTICOS STRUCTURAL PERFORMANCE
title_full ANALYSIS OF EUCALYPTUS GLUED-LAMINATED TIMBER PORTICOS STRUCTURAL PERFORMANCE
title_fullStr ANALYSIS OF EUCALYPTUS GLUED-LAMINATED TIMBER PORTICOS STRUCTURAL PERFORMANCE
title_full_unstemmed ANALYSIS OF EUCALYPTUS GLUED-LAMINATED TIMBER PORTICOS STRUCTURAL PERFORMANCE
title_sort analysis of eucalyptus glued-laminated timber porticos structural performance
publisher Sociedade de Investigações Florestais
series Revista Árvore
issn 1806-9088
description ABSTRACT This study evaluated the structural behavior of porticos made from eucalyptus glued boards, using wood of Eucalyptus sp and resorcinol formaldehyde adhesive. Three units, in real scale, of tri-articulated straight porticos, with a 5 meter porthole and a 26º inclination, capable to support tiles covering placement were designed, constructed and subjected to load testing, until rupture. The amount of adhesive used in the construction of the porticos was 250 g/m2 and the bonding pressure of 1.3 MPa. The Hankinson model was employed as an estimator of the glued joints strength, under different angles between the fibers. The average value for the last resistance of the structures was 4.63 times the design load, according to the criteria established by the ABNT, 1997. The structures showed satisfactory mechanical performance and deformations lower than the ones allowed by the standard. It was concluded there is technical feasibility to manufacture porticos fully bonded with small thickness veneers.
topic Estruturas de madeira
Ligações
Adesivos
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0100-67622016000500931&lng=en&tlng=en
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