Journal
ENGINEERING FRACTURE MECHANICS
Volume 71, Issue 13-14, Pages 2065-2077Publisher
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2003.09.001
Keywords
mode II; R-curve; wood; 4-ENF test; load-loading line compliance; load-strain compliance; fracture toughness; crack length
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A mode II R-curve, which depicts fracture toughness a function of crack length, can be determined by a four-point bend end-notched flexure (4-ENF) fracture test alone without having to observe the crack propagation when measuring the load, loading line displacement, and longitudinal strain at a certain point of the specimen. This is possible because the fracture toughness and crack length can be calculated by the load-strain compliance and the combination of load-loading line and load-strain compliances, respectively. Based on this concept, a 4-ENF fracture test of spruce was conducted, and its validity was examined by comparing the results with those obtained by the 4-ENF test using the beam theory and compliance calibration methods of data reduction, as well as three-point bend end-notched flexure (3-ENF) tests. The R-curve could be determined properly by the 4-ENF fracture test alone if the strain was measured in the region where a crack-free condition was maintained during the test. (C) 2003 Elsevier Ltd. All rights reserved.
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