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

Research output: Contribution to journalArticle

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.

Original languageJapanese
Pages (from-to)661-666
Number of pages6
JournalAIJ Journal of Technology and Design
Volume25
Issue number60
DOIs
Publication statusPublished - 2019 Jan 1

Fingerprint

Shear strength
Yield stress
Shearing

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

Cite this

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. / Kawai, Naohito; Maekawa, Hideyuki; Tsukazaki, Hideyo; Komatsu, Yukio; Matsudome, Shinichiro.

In: AIJ Journal of Technology and Design, Vol. 25, No. 60, 01.01.2019, p. 661-666.

Research output: Contribution to journalArticle

Kawai, Naohito ; Maekawa, Hideyuki ; Tsukazaki, Hideyo ; Komatsu, Yukio ; Matsudome, Shinichiro. / 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. In: AIJ Journal of Technology and Design. 2019 ; Vol. 25, No. 60. pp. 661-666.
@article{2aa3214786794da493dd29334a81a46b,
title = "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 = "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",
month = "1",
day = "1",
doi = "10.3130/aijt.25.661",
language = "Japanese",
volume = "25",
pages = "661--666",
journal = "AIJ Journal of Technology and Design",
issn = "1341-9463",
publisher = "Architectural Institute of Japan",
number = "60",

}

TY - JOUR

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

UR - http://www.scopus.com/inward/record.url?scp=85069749070&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=85069749070&partnerID=8YFLogxK

U2 - 10.3130/aijt.25.661

DO - 10.3130/aijt.25.661

M3 - Article

AN - SCOPUS:85069749070

VL - 25

SP - 661

EP - 666

JO - AIJ Journal of Technology and Design

JF - AIJ Journal of Technology and Design

SN - 1341-9463

IS - 60

ER -