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Analysis of fracture toughness of modified timber Part II Mathematical description

Abstract

This paper presents results of fracture toughness tests on DCB specimens made of natural and modified pine wood. The energy release coefficients Gα were calculated for both the materials under TL and RL crack propagation modes and the 1st mode of loading. Relations between the energy release coeffcients GαI and the stress intensity factors KαI have been determined. The obtained test results are presented in the form of tables and diagrams.

Keywords:

anisotropic material, energy release coefficient, stress intensity factor, anisotropic material cracking

Details

Issue
Vol. 17 No. 4(67) (2010)
Section
Latest Articles
Published
22-03-2011
DOI:
https://doi.org/10.2478/v10012-010-0037-9
Licencja:
Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Open Access License

This journal provides immediate open access to its content under the Creative Commons BY 4.0 license. Authors who publish with this journal retain all copyrights and agree to the terms of the CC BY 4.0 license.

 

Author Biography

Lesław Kyzioł,
Polish Naval Academy in Gdynia, Faculty of Mechanical and Electrical Engineering Institute of Basic Engineering



Authors

Lesław Kyzioł

Polish Naval Academy in Gdynia, Faculty of Mechanical and Electrical Engineering Institute of Basic Engineering

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