商用の腰掛蟻仕口のせん断耐力と最適形状に関する検討

Naohito Kawai; Hideyuki Maekawa; Hideyo Tsukazaki; Yukio Komatsu; Shinichiro Matsudome

doi:10.3130/aijt.25.661

商用の腰掛蟻仕口のせん断耐力と最適形状に関する検討

Translated title of the contribution: Study on shear strength and optimum shape of commercial dovetailjoint

Naohito Kawai, Hideyuki Maekawa, Hideyo Tsukazaki, Yukio Komatsu, Shinichiro Matsudome

School of Creative Science and Engineering

Research output: Contribution to journal › Article › peer-review

Abstract

We ascertained the strength properties of a commercial dovetailjoint. Shearing tests were performed for four section sizes of a commercially available dovetailjoint to ascertain its strength properties. To additionally establish the effect of differences in tree species, the tests were conducted for three species. The optimum dimension of the shape that needs improvement was calculated by the shear yield strength estimation formula. As a result, shear yield strength is improved when koshisei of commercial dovetailjoint with cross section size 105 mm×180mm is increased by 15mm.

Translated title of the contribution	Study on shear strength and optimum shape of commercial dovetailjoint
Original language	Japanese
Pages (from-to)	661-666
Number of pages	6
Journal	AIJ Journal of Technology and Design
Volume	25
Issue number	60
DOIs	https://doi.org/10.3130/aijt.25.661
Publication status	Published - 2019 Jan 1

ASJC Scopus subject areas

Architecture
Building and Construction

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10.3130/aijt.25.661

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abstract = "We ascertained the strength properties of a commercial dovetailjoint. Shearing tests were performed for four section sizes of a commercially available dovetailjoint to ascertain its strength properties. To additionally establish the effect of differences in tree species, the tests were conducted for three species. The optimum dimension of the shape that needs improvement was calculated by the shear yield strength estimation formula. As a result, shear yield strength is improved when koshisei of commercial dovetailjoint with cross section size 105 mm×180mm is increased by 15mm.",

keywords = "Dovetailjoint, Optimum shape, Precut system, Shear test, Strength properties, Wooden frame construction",

author = "Naohito Kawai and Hideyuki Maekawa and Hideyo Tsukazaki and Yukio Komatsu and Shinichiro Matsudome",

year = "2019",

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T1 - 商用の腰掛蟻仕口のせん断耐力と最適形状に関する検討

AU - Kawai, Naohito

AU - Maekawa, Hideyuki

AU - Tsukazaki, Hideyo

AU - Komatsu, Yukio

AU - Matsudome, Shinichiro

PY - 2019/1/1

Y1 - 2019/1/1

N2 - We ascertained the strength properties of a commercial dovetailjoint. Shearing tests were performed for four section sizes of a commercially available dovetailjoint to ascertain its strength properties. To additionally establish the effect of differences in tree species, the tests were conducted for three species. The optimum dimension of the shape that needs improvement was calculated by the shear yield strength estimation formula. As a result, shear yield strength is improved when koshisei of commercial dovetailjoint with cross section size 105 mm×180mm is increased by 15mm.

AB - We ascertained the strength properties of a commercial dovetailjoint. Shearing tests were performed for four section sizes of a commercially available dovetailjoint to ascertain its strength properties. To additionally establish the effect of differences in tree species, the tests were conducted for three species. The optimum dimension of the shape that needs improvement was calculated by the shear yield strength estimation formula. As a result, shear yield strength is improved when koshisei of commercial dovetailjoint with cross section size 105 mm×180mm is increased by 15mm.

KW - Dovetailjoint

KW - Optimum shape

KW - Precut system

KW - Shear test

KW - Strength properties

KW - Wooden frame construction

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商用の腰掛蟻仕口のせん断耐力と最適形状に関する検討

Abstract

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