2016
DOI: 10.1016/j.ijmecsci.2016.07.001
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Singularity characteristic analysis for a V-notch in angularly heterogeneous moderately thick plate

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Cited by 5 publications
(2 citation statements)
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“…where F is the transform matrix which can be obtained from equation ( 14), c = fc l n g (n = 1 2 N E ) is the unknown coefficients vector which can be determined by solving equation (22). Substituting equation (22) to equation ( 21), the formulation of the coupling approach can be finally expressed as:…”
Section: Formulation Of the Coupling Approachmentioning
confidence: 99%
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“…where F is the transform matrix which can be obtained from equation ( 14), c = fc l n g (n = 1 2 N E ) is the unknown coefficients vector which can be determined by solving equation (22). Substituting equation (22) to equation ( 21), the formulation of the coupling approach can be finally expressed as:…”
Section: Formulation Of the Coupling Approachmentioning
confidence: 99%
“…Huang [21] investigated the Williams-type stress singularities in first-order shear deformation plate theory (FSDPT). Cheng et al [22] studied the stress singularity order and characteristic angular function for a V-notch in a moderately thick plate with angularly heterogeneous elastic property by applying FSDPT. Chen [23] applied the Mellin transform to study the stress singularities in a sectorial plate based on the Reissner-Mindlin plate theory.…”
Section: Introductionmentioning
confidence: 99%