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

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ASJC Scopus subject areas

  • Architecture
  • Building and Construction

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