Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 15310 Square-Plate Twist Method

Square-plate twist (SPT) tests were conducted to measure the shear modulus and shear strength using the method, which was a modification of the International Organization for Standardization (ISO 15310) standardized method. In the SPT test, the length/thickness ratio varied. In addition, asymmetric...

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Autor principal: Hiroshi Yoshihara
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Lenguaje:EN
Publicado: University of Zagreb, Faculty of Forestry and Wood Technology 2012
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Acceso en línea:https://doaj.org/article/c93a55767cdb49bfad7b8ca01d0f262d
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spelling oai:doaj.org-article:c93a55767cdb49bfad7b8ca01d0f262d2021-12-02T02:35:14ZShear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 15310 Square-Plate Twist Method0012-67721847-1153https://doaj.org/article/c93a55767cdb49bfad7b8ca01d0f262d2012-03-01T00:00:00Zhttp://hrcak.srce.hr/file/116756https://doaj.org/toc/0012-6772https://doaj.org/toc/1847-1153Square-plate twist (SPT) tests were conducted to measure the shear modulus and shear strength using the method, which was a modification of the International Organization for Standardization (ISO 15310) standardized method. In the SPT test, the length/thickness ratio varied. In addition, asymmetric four-point bending (AFPB) tests were conducted, and the shear modulus and shear strength obtained were compared with those obtained by the SPT tests. The shear modulus was obtained effectively by the SPT test when the specimen was thin enough. Although the shear strength was evaluated as higher than that obtained by the AFPB tests, it might be regarded as an apparent value of shear strength when the range of length/thickness is limited. To obtain the actual shear strength by the SPT test, some modification of the equation is required.Hiroshi YoshiharaUniversity of Zagreb, Faculty of Forestry and Wood Technologyarticleshear strengthsquare-plate twist (SPT) testasymmetric four-point bending (AFPB) testForestrySD1-669.5ENDrvna Industrija, Vol 63, Iss 1, Pp 51-55 (2012)
institution DOAJ
collection DOAJ
language EN
topic shear strength
square-plate twist (SPT) test
asymmetric four-point bending (AFPB) test
Forestry
SD1-669.5
spellingShingle shear strength
square-plate twist (SPT) test
asymmetric four-point bending (AFPB) test
Forestry
SD1-669.5
Hiroshi Yoshihara
Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 15310 Square-Plate Twist Method
description Square-plate twist (SPT) tests were conducted to measure the shear modulus and shear strength using the method, which was a modification of the International Organization for Standardization (ISO 15310) standardized method. In the SPT test, the length/thickness ratio varied. In addition, asymmetric four-point bending (AFPB) tests were conducted, and the shear modulus and shear strength obtained were compared with those obtained by the SPT tests. The shear modulus was obtained effectively by the SPT test when the specimen was thin enough. Although the shear strength was evaluated as higher than that obtained by the AFPB tests, it might be regarded as an apparent value of shear strength when the range of length/thickness is limited. To obtain the actual shear strength by the SPT test, some modification of the equation is required.
format article
author Hiroshi Yoshihara
author_facet Hiroshi Yoshihara
author_sort Hiroshi Yoshihara
title Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 15310 Square-Plate Twist Method
title_short Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 15310 Square-Plate Twist Method
title_full Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 15310 Square-Plate Twist Method
title_fullStr Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 15310 Square-Plate Twist Method
title_full_unstemmed Shear Modulus and Shear Strength Evaluation of Solid Wood by a Modified ISO 15310 Square-Plate Twist Method
title_sort shear modulus and shear strength evaluation of solid wood by a modified iso 15310 square-plate twist method
publisher University of Zagreb, Faculty of Forestry and Wood Technology
publishDate 2012
url https://doaj.org/article/c93a55767cdb49bfad7b8ca01d0f262d
work_keys_str_mv AT hiroshiyoshihara shearmodulusandshearstrengthevaluationofsolidwoodbyamodifiediso15310squareplatetwistmethod
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