Contact Transform for the Biharmonic Equation Applicable to Plane Stress Elastoplastic Elliptical Hole Problems

An analytical technique is developed that reduces the unknown elastic-plastic boundary of a linear elastic-perfectly plastic material containing an elliptical hole under tensile plane stress loading conditions into an equivalent mathematical problem with known boundaries. This mathematical transform...

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Veröffentlicht in:Journal of elasticity Jg. 117; H. 2; S. 139 - 161
1. Verfasser: Unger, David J.
Format: Journal Article
Sprache:Englisch
Veröffentlicht: Dordrecht Springer Netherlands 01.12.2014
Springer Nature B.V
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ISSN:0374-3535, 1573-2681
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Abstract An analytical technique is developed that reduces the unknown elastic-plastic boundary of a linear elastic-perfectly plastic material containing an elliptical hole under tensile plane stress loading conditions into an equivalent mathematical problem with known boundaries. This mathematical transformation may facilitate this problem’s solution by either analytical or numerical means. Yield is assumed to occur in this analysis under the Tresca yield criterion. An example elastic-plastic problem illustrating this method is drawn from existing literature in the form of a perturbation solution for an elliptical hole derived by a series expansion about a circular boundary.
AbstractList An analytical technique is developed that reduces the unknown elastic-plastic boundary of a linear elastic-perfectly plastic material containing an elliptical hole under tensile plane stress loading conditions into an equivalent mathematical problem with known boundaries. This mathematical transformation may facilitate this problem’s solution by either analytical or numerical means. Yield is assumed to occur in this analysis under the Tresca yield criterion. An example elastic-plastic problem illustrating this method is drawn from existing literature in the form of a perturbation solution for an elliptical hole derived by a series expansion about a circular boundary.
An analytical technique is developed that reduces the unknown elastic-plastic boundary of a linear elastic-perfectly plastic material containing an elliptical hole under tensile plane stress loading conditions into an equivalent mathematical problem with known boundaries. This mathematical transformation may facilitate this problem's solution by either analytical or numerical means. Yield is assumed to occur in this analysis under the Tresca yield criterion. An example elastic-plastic problem illustrating this method is drawn from existing literature in the form of a perturbation solution for an elliptical hole derived by a series expansion about a circular boundary.[PUBLICATION ABSTRACT]
Author Unger, David J.
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CitedBy_id crossref_primary_10_1016_j_compgeo_2021_104589
Cites_doi 10.1007/s10659-009-9235-z
10.1007/BF00183821
10.1007/s10659-008-9159-z
10.1098/rsta.1921.0006
10.1016/j.tafmec.2005.05.007
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Keywords Tresca yield condition
74C05
74A45
Perfectly plastic
Mode I crack
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Linear elastic
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– reference: UngerD.J.Analytical Fracture Mechanics2011MineolaDover
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– reference: CourantR.HilbertD.Methods of Mathematical Physics1962New YorkWiley0099.29504
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– reference: De BruijnN.G.Asymptotic Methods in Analysis1981New YorkDover10110556.41021
– reference: InglisC.E.Stresses in a plate due to the presence of cracks and sharp cornersTrans. Inst. Nav. Archit.191355219241
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  volume-title: Fracture: An Advanced Treatise
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  volume-title: Theory of Partial Differential Equations
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SubjectTerms Automotive Engineering
Boundaries
Classical Mechanics
Contact
Equivalence
Mathematical analysis
Mathematical models
Perturbation methods
Physics
Physics and Astronomy
Plane stress
Transformations (mathematics)
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Title Contact Transform for the Biharmonic Equation Applicable to Plane Stress Elastoplastic Elliptical Hole Problems
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