2013
DOI: 10.1016/j.engfailanal.2013.07.001
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Analysis of failure criteria applied to wood

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Cited by 37 publications
(19 citation statements)
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“…Based on strength values from standard testing, a brittle failure criterion can be applied. In a comparison of different failure models, Mascia and Simoni (2013) found a good agreement of the Tsai-Wu failure criterion with results from biaxial compression tests of two Brazilian wood species. Following this work, the Tsai-Wu criterion was applied in this study to describe multidimensional strength of the VL.…”
Section: Tsai-wu Failure Surfacementioning
confidence: 65%
“…Based on strength values from standard testing, a brittle failure criterion can be applied. In a comparison of different failure models, Mascia and Simoni (2013) found a good agreement of the Tsai-Wu failure criterion with results from biaxial compression tests of two Brazilian wood species. Following this work, the Tsai-Wu criterion was applied in this study to describe multidimensional strength of the VL.…”
Section: Tsai-wu Failure Surfacementioning
confidence: 65%
“…Some authors compared different failure criteria applied to wood. Although Mascia and Simoni [30] obtained similar results for Tsai-Hill, Tsai-Wu and Hoffman curves, the prediction of failure depends of the stress state [31] and the high variability of wood mechanical properties and unknown correlation between strength tensor components are limitations [32]. In addition, the choice should be taken according to the computational complexity and the necessities in the failure identification [33].…”
Section: Bendingmentioning
confidence: 99%
“…Specimens with the angle of 0°and 90°yield tensile strength parallel and perpendicular to the grain, respectively. The off-axis tensile test has been involved in numerous studies, especially in those related to the complex problem of determining shear strength of wood [6][7][8][9][10] or the applicability of failure criteria for a specific wood species [11,12].…”
Section: Introductionmentioning
confidence: 99%