THE INFLUENCE OF WIDTH, CRACK LENGTH AND STRENGTH-GRADE TO MODE I FRACTURE TOUGHNESS ON CT TESTS-Reference-Cited by-同舟云学术

THE INFLUENCE OF WIDTH, CRACK LENGTH AND STRENGTH-GRADE TO MODE I FRACTURE TOUGHNESS ON CT TESTS

Published:2009 Issue:641 Volume:74 Page:1267-1274
ISSN:1881-8153
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

KAMBE Wataru,IIJIMA Yasuo,OKAZAKI Yasuo,ITAGAKI Naoyuki

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference20 articles.

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2. 2) 日本建築学会:木質構造設計規準.同解説-許容応力度.許容耐力設計法-、pp.222〜238、丸善、2006

3. 3) Motoi Yasumura:Determination of fracture parameter for dowel-type joints loaded perpendicular to wooden grain and its application, CIB-W18/35-7-9, 2002

4. 4) 日本規格協会:JIハンドブック(9)建築II(試験.設備)JIS Z 2101、pp.582-583、2007

5. 5) H.J. Larsen,P.J. Gustafsson:The fracture enerugy of wood in tension perpendicular to grain Results from a joint testing project, CIB-W18A/23-19-2, 1990

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1. A PROPOSAL OF ESTIMATION METHOD FOR CRACK INITIATION BY TWO TYPE TESTS;Journal of Structural and Construction Engineering (Transactions of AIJ);2011

2. AN EXPERIMENTAL STUDY ON EVALUATION METHODS OF MODE II TYPE FRACTURE WITH STRUCTURAL WOOD BY BLOCK SHEAR TESTS;AIJ Journal of Technology and Design;2011