1993
DOI: 10.1007/bf01159839
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A simplified determination of theJ-integral for paper

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1993
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Cited by 17 publications
(5 citation statements)
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“…It is well established that the measured strength of any material will be influenced to some extent by the geometry of the sample tested. We limit our discussion here to the failure of test samples where no flaw is introduced, though note the work of Seth [19] with Page [20], that of Yuhara and Kortschot [21] and that of Wellmar et al [22], all of whom report on the influence of specimen geometry and crack size on various measures of fracture resistance of paper samples with one or two notches.…”
Section: Network Dimensionalitymentioning
confidence: 99%
“…It is well established that the measured strength of any material will be influenced to some extent by the geometry of the sample tested. We limit our discussion here to the failure of test samples where no flaw is introduced, though note the work of Seth [19] with Page [20], that of Yuhara and Kortschot [21] and that of Wellmar et al [22], all of whom report on the influence of specimen geometry and crack size on various measures of fracture resistance of paper samples with one or two notches.…”
Section: Network Dimensionalitymentioning
confidence: 99%
“…much larger than the apparent crack sizes in the optical images because changes in light transmission only become visible once all the fibers have moved from their initial positions, which occurs long after the fiber or interfiber failure. The details of these methods are important to consider when comparing our results to previous studies of crack growth in paper [25][26][27][28][29][30][31][32][33][34][35][36][37] . A series of threshold levels were evaluated and the influence on crack growth rate was determined: changes in the threshold level caused minor shifts in crack size, but the influence on growth rates was small.…”
Section: Methodsmentioning
confidence: 99%
“…The fracture in paper often propagates after the onset of nonlinearity 10,11,18,19) . Therefore, the Mode I J-integral J I is effective to characterize the fracture mechanics property after the onset of nonlinearity.…”
Section: (D) Fracture Mechanics Theory (Fmt)mentioning
confidence: 99%