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Abstract
The critical stress intensity factor of mode I (KIc) obtained by single-edge-notched bending (SENB) tests of wood was experimentally and numerically analyzed. A double cantilever beam (DCB) test was also conducted and the results were compared with those of SENB tests. The KIc value was obtained by introducing an additional crack length into the equations used for analyzing the SENB test of isotropic material when the initial crack length ranged from 0.1 to 0.6 times the depth of the specimen.
Keywords: critical stress intensity factor of mode I; double cantilever beam test (DCB); finite element analysis (FEA); single-edge-notched bending test (SENB); virtual crack closure technique (VCCT)
Received: 2009-12-1
Accepted: 2010-1-25
Published Online: 2010-05-04
Published Online: 2010-05-4
Published in Print: 2010-06-01
©2010 by Walter de Gruyter Berlin New York