A STUDY ON BRITTLE FRACTURE OF BOLT JOINTS WITH JAPANESE LARCH GLULAM LOADED PERPENDICULAR TO THE GRAIN BASED ON LOCAL FRACTURE APPROACH-Reference-Cited by-同舟云学术

A STUDY ON BRITTLE FRACTURE OF BOLT JOINTS WITH JAPANESE LARCH GLULAM LOADED PERPENDICULAR TO THE GRAIN BASED ON LOCAL FRACTURE APPROACH

Published:2007 Issue:611 Volume:72 Page:111-118
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

KAMBE Wataru¹,NAKAGOMI Tadao²,IKURA Yuta¹

Affiliation:

1. Graduate School of Engineering, Shinshu Univ.

2. Dept. of Architecture, Faculty of Engineering, Shinshu Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

Reference19 articles.

1. 2) JOHANSEN K. Theory of Timber Connection. International Association for Bridge and Structural Engineering (IABSE). (1949) vol.9, p.246-262.

2. 3) YASUMURA Motoi. Ultimate Properties of Bolted Joints in Glued-laminated Timber. (1987)

3. 10) VAN DER PUT TACM. Evaluation of perpendicular-to-grain failure of beams caused by concentarated loads of joints. (2000)

4. 11) YASUMURA Motoi. Determination of fracture parameter for dowel-type joints loaded perpendicular to wooden grain and its application. (2002)

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