Tensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual Corner 45 ° Mobile

This study was conducted to evaluate stress carrying capacity of miter corner joints fabricated with loose tenon with loose tenon under diagonal tension and compression loading. In this study, tests were carried out to determine the effects of dimension of loose tenon A (3.5 × 1 × 0.8 cm) and B (3 ×...

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Autores principales:	Mohammad Ghofrani, Mohammad Kahvand, Habib Noori
Formato:	article
Lenguaje:	FA
Publicado:	Regional Information Center for Science and Technology (RICeST) 2015
Materias:	Keywords: beech wood wood fir stress carrying capacity corner joints loose tenon Forestry SD1-669.5
Acceso en línea:	https://doaj.org/article/a9cb5b7cdcda49a287fe60c1ece83db9
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spelling	oai:doaj.org-article:a9cb5b7cdcda49a287fe60c1ece83db92021-12-02T07:17:42ZTensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual Corner 45 ° Mobile1735-09132383-112X10.22092/ijwpr.2015.12922https://doaj.org/article/a9cb5b7cdcda49a287fe60c1ece83db92015-06-01T00:00:00Zhttp://ijwpr.areeo.ac.ir/article_12922_7a72319cb6f296dc3bedc9a9b3c8900c.pdfhttps://doaj.org/toc/1735-0913https://doaj.org/toc/2383-112XThis study was conducted to evaluate stress carrying capacity of miter corner joints fabricated with loose tenon with loose tenon under diagonal tension and compression loading. In this study, tests were carried out to determine the effects of dimension of loose tenon A (3.5 × 1 × 0.8 cm) and B (3 × 2 × 0.8 cm), type of adhesives (Polyvinyl acetate (PVA) and polyurethane (PU)) and most commonly used wood species in furniture industry including beech (Fagus orientalis L.) and fir (Abies alba). The results indicate the stress carrying capacity joints under compression is higher compared with that in tension. Stress carrying capacity joints constructed with dimension of loose tenon A was higher than that of those with B. Furthermore, the results have shown that wood species and type of adhesive had significant effect on the stress carrying capacity and performance of joints constructed of Beech wood and PU adhesive were stronger than joints made of Fir wood and PVA adhesive.Mohammad GhofraniMohammad KahvandHabib NooriRegional Information Center for Science and Technology (RICeST)articleKeywords: beech woodwood firstress carrying capacitycorner jointsloose tenonForestrySD1-669.5FAتحقیقات علوم چوب و کاغذ ایران, Vol 30, Iss 2, Pp 308-319 (2015)
institution	DOAJ
collection	DOAJ
language	FA
topic	Keywords: beech wood wood fir stress carrying capacity corner joints loose tenon Forestry SD1-669.5
spellingShingle	Keywords: beech wood wood fir stress carrying capacity corner joints loose tenon Forestry SD1-669.5 Mohammad Ghofrani Mohammad Kahvand Habib Noori Tensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual Corner 45 ° Mobile
description	This study was conducted to evaluate stress carrying capacity of miter corner joints fabricated with loose tenon with loose tenon under diagonal tension and compression loading. In this study, tests were carried out to determine the effects of dimension of loose tenon A (3.5 × 1 × 0.8 cm) and B (3 × 2 × 0.8 cm), type of adhesives (Polyvinyl acetate (PVA) and polyurethane (PU)) and most commonly used wood species in furniture industry including beech (Fagus orientalis L.) and fir (Abies alba). The results indicate the stress carrying capacity joints under compression is higher compared with that in tension. Stress carrying capacity joints constructed with dimension of loose tenon A was higher than that of those with B. Furthermore, the results have shown that wood species and type of adhesive had significant effect on the stress carrying capacity and performance of joints constructed of Beech wood and PU adhesive were stronger than joints made of Fir wood and PVA adhesive.
format	article
author	Mohammad Ghofrani Mohammad Kahvand Habib Noori
author_facet	Mohammad Ghofrani Mohammad Kahvand Habib Noori
author_sort	Mohammad Ghofrani
title	Tensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual Corner 45 ° Mobile
title_short	Tensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual Corner 45 ° Mobile
title_full	Tensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual Corner 45 ° Mobile
title_fullStr	Tensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual Corner 45 ° Mobile
title_full_unstemmed	Tensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual Corner 45 ° Mobile
title_sort	tensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual corner 45 ° mobile
publisher	Regional Information Center for Science and Technology (RICeST)
publishDate	2015
url	https://doaj.org/article/a9cb5b7cdcda49a287fe60c1ece83db9
work_keys_str_mv	AT mohammadghofrani tensileandcompressiveloadbearingcapacityofcombinedstressesinvestigatedinconnectionwithbuiltlingualcorner45mobile AT mohammadkahvand tensileandcompressiveloadbearingcapacityofcombinedstressesinvestigatedinconnectionwithbuiltlingualcorner45mobile AT habibnoori tensileandcompressiveloadbearingcapacityofcombinedstressesinvestigatedinconnectionwithbuiltlingualcorner45mobile
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Tensile and compressive load-bearing capacity of combined stresses investigated in connection with built-lingual Corner 45 ° Mobile

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