A DISCUSSION ABOUT EVALUATION METHOD OF MODE I FRACTURE TOUGHNESS PERFORMANCE WITH WOOD FOR STRUCTURAL GLULAM-Reference-Cited by-同舟云学术

A DISCUSSION ABOUT EVALUATION METHOD OF MODE I FRACTURE TOUGHNESS PERFORMANCE WITH WOOD FOR STRUCTURAL GLULAM

Published:2008 Issue:631 Volume:73 Page:1593-1598
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,NAKAGOMI Tadao

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Reference22 articles.

1. 1) 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

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

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

4. 4) S.Vasic, I. Smith: Contact-crack problem with friction in spruce, Holz als Rohund Werkstoff, 61,p.182-186,2003

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Mode I critical stress intensity factor of wood and medium-density fiberboard measured by compact tension test;Holzforschung;2011-08-01

2. Discussion of an Evaluation Method for Mode I Fracture Toughness and Bending Strength Perpendicular to Grain with Structural Glulam;Mokuzai Gakkaishi;2010

3. A STUDY WITH FRACTURE MECHANICS ON EVALUATION OF STRENGTH AND FRACTURE CHRACTERISTICS FOR BOLTED JOINTS WITH JAPANESE LARCH GLULAM TENSILE-LOADED PERPENDICULAR TO THE GRAIN;Journal of Structural and Construction Engineering (Transactions of AIJ);2009

4. THE INFLUENCE OF WIDTH, CRACK LENGTH AND STRENGTH-GRADE TO MODE I FRACTURE TOUGHNESS ON CT TESTS;Journal of Structural and Construction Engineering (Transactions of AIJ);2009