{"@context":{"@vocab":"https://cir.nii.ac.jp/schema/1.0/","rdfs":"http://www.w3.org/2000/01/rdf-schema#","dc":"http://purl.org/dc/elements/1.1/","dcterms":"http://purl.org/dc/terms/","foaf":"http://xmlns.com/foaf/0.1/","prism":"http://prismstandard.org/namespaces/basic/2.0/","cinii":"http://ci.nii.ac.jp/ns/1.0/","datacite":"https://schema.datacite.org/meta/kernel-4/","ndl":"http://ndl.go.jp/dcndl/terms/","jpcoar":"https://github.com/JPCOAR/schema/blob/master/2.0/"},"@id":"https://cir.nii.ac.jp/crid/1362262943919824512.json","@type":"Article","productIdentifier":[{"identifier":{"@type":"DOI","@value":"10.1115/1.1362670"}},{"identifier":{"@type":"URI","@value":"http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/68/3/441/5468216/441_1.pdf"}}],"dc:title":[{"@value":"Elastic Fields in a Polyhedral Inclusion With Uniform Eigenstrains and Related Problems"}],"description":[{"type":"abstract","notation":[{"@value":"<jats:p>In this paper, the elastic field in an infinite elastic body containing a polyhedral inclusion with uniform eigenstrains is investigated. Exact solutions are obtained for the stress field in and around a fully general polyhedron, i.e., an arbitrary bounded region of three-dimensional space with a piecewise planner boundary. Numerical results are presented for the stress field and the strain energy for several major polyhedra and the effective stiffness of a composite with regular polyhedral inhomogeneities. It is found that the stresses at the center of a polyhedral inclusion with uniaxial eigenstrain do not coincide with those for a spherical inclusion (Eshelby’s solution) except for dodecahedron and icosahedron which belong to icosidodeca family, i.e., highly symmetrical structure.</jats:p>"}]}],"creator":[{"@id":"https://cir.nii.ac.jp/crid/1381412896793044492","@type":"Researcher","foaf:name":[{"@value":"H. Nozaki"}],"jpcoar:affiliationName":[{"@value":"Faculty of Education, Ibaraki University, 2-1-1 Bunkyo Mito, Ibaraki 310-8512, Japan"}]},{"@id":"https://cir.nii.ac.jp/crid/1382262943919824513","@type":"Researcher","foaf:name":[{"@value":"M. Taya"}],"jpcoar:affiliationName":[{"@value":"Department of Mechanical Engineering, University of Washington, Box 352600, Seattle, WA 98195-2600"}]}],"publication":{"publicationIdentifier":[{"@type":"PISSN","@value":"00218936"},{"@type":"EISSN","@value":"15289036"}],"prism:publicationName":[{"@value":"Journal of Applied Mechanics"}],"dc:publisher":[{"@value":"ASME International"}],"prism:publicationDate":"2000-04-14","prism:volume":"68","prism:number":"3","prism:startingPage":"441","prism:endingPage":"452"},"reviewed":"false","url":[{"@id":"http://asmedigitalcollection.asme.org/appliedmechanics/article-pdf/68/3/441/5468216/441_1.pdf"}],"createdAt":"2002-07-27","modifiedAt":"2023-04-23","relatedProduct":[{"@id":"https://cir.nii.ac.jp/crid/2051151842049991168","@type":"Article","resourceType":"学術雑誌論文(journal article)","relationType":["isReferencedBy"],"jpcoar:relatedTitle":[{"@value":"Structural control and system-level behavior of the seismic cycle at the Nankai Trough"}]}],"dataSourceIdentifier":[{"@type":"CROSSREF","@value":"10.1115/1.1362670"},{"@type":"OPENAIRE","@value":"doi_dedup___::8f212ca0a575c1d9e4eb552abbddb23f"},{"@type":"CROSSREF","@value":"10.1186/s40623-020-1145-0_references_DOI_N6ayk4uf1qHLTPBtHjdPpQzlnhk"}]}