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Accuracy of shear properties of wood obtained by simplified Iosipescu shear test
Authors:Yoshitaka Kubojima  Hiroshi Yoshihara  Hisashi Ohsaki  Masamitsu Ohta
Affiliation:(1) Forestry and Forest Products Research Institute, Ministry of Agriculture, Forestry and Fisheries, Tsukuba Norin Kenkyu Danchi-nai, PO Box 16, 305-8687 Ibakaki, Japan;(2) Faculty of Science and Engineering, Shimane University, 690-8504 Matsue, Japan;(3) Hokkaido Forest Products Research Institute, 071-0198 Asahikawa, Japan;(4) Graduate School of Agricultural and Life Sciences, The University of Tokyo, Bunkyo-ku, 113-8657 Tokyo, Japan
Abstract:We examined the accuracy of the shear properties of wood by the Iosipescu shear test using specimens whose shape was simplified. Quartersawn boards of sitka spruce (Picea sitchensis Carr.) and shioji (Japanese ash,Fraxinus spaethiana Lingelsh.) were used. Two types of specimen for the Iosipescu shear test were compared: a ldquostandard specimenrdquo whose notch angle is 90° and a ldquokeyhole type specimenrdquo, which is more easily prepared than the standard type. The shear modulus, yield shear stress, and failure shear stress of the keyhole-type specimen were compared to those of the standard specimen. Shear stress analysis was conducted using the finite element method (FEM). The results obtained were as follows: (1) The failure pattern obtained by the simplified Iosipescu shear test was similar to that seen with the standard Iosipescu shear test. (2) The shear modulus, yield stress, and failure stress obtained by the simplified Iosipescu shear test coincided with those by the standard Iosipescu shear test. (3) The principal strain angle and principal stress angle of the simplified Iosipescu shear test were about 45°. (4) It is recognized that pure stress is applied to the strain-gauge regions in the simplified Iosipescu shear test, and it is expected that the shear properties are independent of the notch angle.
Keywords:
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