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Article: Yue’s solution of classical elasticity in n-layered solids: Part 1, mathematical formulation

TitleYue’s solution of classical elasticity in n-layered solids: Part 1, mathematical formulation
Authors
Issue Date2015
PublisherSpringer Verlag, co-published with Higher Education Press. The Journal's web site is located at http://link.springer.com/journal/11709
Citation
Frontiers of Structural and Civil Engineering, 2015, v. 9 n. 3, p. 215-249 How to Cite?
AbstractThis paper presents the exact and complete fundamental singular solutions for the boundary value problem of a n-layered elastic solid of either transverse isotropy or isotropy subject to body force vector at the interior of the solid. The layer number n is an arbitrary nonnegative integer. The mathematical theory of linear elasticity is one of the most classical field theories in mechanics and physics. It was developed and established by many well-known scientists and mathematicians over 200 years from 1638 to 1838. For more than 150 years from 1838 to present, one of the remaining key tasks in classical elasticity has been the mathematical derivation and formulation of exact solutions for various boundary value problems of interesting in science and engineering. However, exact solutions and/or fundamental singular solutions in closed form are still very limited in literature. The boundary-value problems of classical elasticity in n-layered and graded solids are also one of the classical problems challenging many researchers. Since 1984, the author has analytically and rigorously examined the solutions of such classical problems using the classical mathematical tools such as Fourier integral transforms. In particular, he has derived the exact and complete fundamental singular solutions for elasticity of either isotropic or transversely isotropic layered solids subject to concentrated loadings. The solutions in nlayered or graded solids can be calculated with any controlled accuracy in association with classical numerical integration techniques. Findings of this solution formulation are further used in the companion paper for mathematical verification of the solutions and further applications for exact and complete solutions of other problems in elasticity, elastodynamics, poroelasticty and thermoelasticity. The mathematical formulations and solutions have been named by other researchers as Yue’s approach, Yue’s treatment, Yue’s method and Yue’s solution.
Persistent Identifierhttp://hdl.handle.net/10722/231708
ISSN
2015 SCImago Journal Rankings: 0.411

 

DC FieldValueLanguage
dc.contributor.authorYue, QZQ-
dc.date.accessioned2016-09-20T05:24:59Z-
dc.date.available2016-09-20T05:24:59Z-
dc.date.issued2015-
dc.identifier.citationFrontiers of Structural and Civil Engineering, 2015, v. 9 n. 3, p. 215-249-
dc.identifier.issn2095-2430-
dc.identifier.urihttp://hdl.handle.net/10722/231708-
dc.description.abstractThis paper presents the exact and complete fundamental singular solutions for the boundary value problem of a n-layered elastic solid of either transverse isotropy or isotropy subject to body force vector at the interior of the solid. The layer number n is an arbitrary nonnegative integer. The mathematical theory of linear elasticity is one of the most classical field theories in mechanics and physics. It was developed and established by many well-known scientists and mathematicians over 200 years from 1638 to 1838. For more than 150 years from 1838 to present, one of the remaining key tasks in classical elasticity has been the mathematical derivation and formulation of exact solutions for various boundary value problems of interesting in science and engineering. However, exact solutions and/or fundamental singular solutions in closed form are still very limited in literature. The boundary-value problems of classical elasticity in n-layered and graded solids are also one of the classical problems challenging many researchers. Since 1984, the author has analytically and rigorously examined the solutions of such classical problems using the classical mathematical tools such as Fourier integral transforms. In particular, he has derived the exact and complete fundamental singular solutions for elasticity of either isotropic or transversely isotropic layered solids subject to concentrated loadings. The solutions in nlayered or graded solids can be calculated with any controlled accuracy in association with classical numerical integration techniques. Findings of this solution formulation are further used in the companion paper for mathematical verification of the solutions and further applications for exact and complete solutions of other problems in elasticity, elastodynamics, poroelasticty and thermoelasticity. The mathematical formulations and solutions have been named by other researchers as Yue’s approach, Yue’s treatment, Yue’s method and Yue’s solution.-
dc.languageeng-
dc.publisherSpringer Verlag, co-published with Higher Education Press. The Journal's web site is located at http://link.springer.com/journal/11709-
dc.relation.ispartofFrontiers of Structural and Civil Engineering-
dc.rightsThe final publication is available at Springer via http://dx.doi.org/10.1007/s11709-015-0298-6-
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.titleYue’s solution of classical elasticity in n-layered solids: Part 1, mathematical formulation-
dc.typeArticle-
dc.identifier.emailYue, QZQ: yueqzq@hku.hk-
dc.identifier.authorityYue, QZQ=rp00209-
dc.description.naturepostprint-
dc.identifier.doi10.1007/s11709-015-0298-6-
dc.identifier.hkuros266317-
dc.identifier.volume9-
dc.identifier.issue3-
dc.identifier.spage215-
dc.identifier.epage249-
dc.publisher.placeGermany and China-

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