{"data":{"id":"10.6084/m9.figshare.5861796","type":"dois","attributes":{"doi":"10.6084/m9.figshare.5861796","prefix":"10.6084","suffix":"m9.figshare.5861796","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Filho, João Elias Abdalla","nameType":"Personal","givenName":"João Elias Abdalla","familyName":"Filho","affiliation":[],"nameIdentifiers":[]},{"name":"Belo, Ivan Moura","nameType":"Personal","givenName":"Ivan Moura","familyName":"Belo","affiliation":[],"nameIdentifiers":[]},{"name":"Dow, John Otto","nameType":"Personal","givenName":"John Otto","familyName":"Dow","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"On a Four-Node Quadrilateral Plate for Laminated Composites"}],"publisher":"SciELO journals","container":{},"publicationYear":2018,"subjects":[{"subject":"Mechanical Engineering"},{"subject":"FOS: Mechanical engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"FOS: Mechanical engineering","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Mechanics"},{"subject":"90501 Civil Geotechnical Engineering","subjectScheme":"FOR"},{"subject":"FOS: Civil engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"FOS: Civil engineering","subjectScheme":"Fields of Science and Technology (FOS)"}],"contributors":[],"dates":[{"date":"2018-02-07","dateType":"Created"},{"date":"2021-03-26","dateType":"Updated"},{"date":"2018","dateType":"Issued"}],"language":null,"types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[{"relationType":"IsSupplementTo","relatedIdentifier":"10.1590/1679-78253663","relatedIdentifierType":"DOI"}],"relatedItems":[],"sizes":["1632589 Bytes"],"formats":[],"version":null,"rightsList":[{"rights":"Creative Commons Attribution 4.0 International","rightsUri":"https://creativecommons.org/licenses/by/4.0/legalcode","schemeUri":"https://spdx.org/licenses/","rightsIdentifier":"cc-by-4.0","rightsIdentifierScheme":"SPDX"}],"descriptions":[{"description":"Abstract An assessment of the efficiency and convergence characteristics of a four-node quadrilateral plate finite element in the analysis of laminated composites is performed. The element, which is suitable for global response analysis, is developed in the framework of the strain gradient notation such that its modeling capabilities as well as modeling deficiencies can be physically interpreted by the analyst during the formulation process. Thus, shear locking typically encountered in four-noded plate elements is identified as caused by spurious terms which appear in the shear strain polynomial expansions. These identified spurious terms are removed a priori such that shear locking does not occur during numerical analysis and numerical remedies do not need to be applied. Stress solutions for different laminated plates are presented to demonstrate that the corrected model converges well to reference solutions.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"PD94bWwgdmVyc2lvbj0iMS4wIiBlbmNvZGluZz0iVVRGLTgiPz4KPHJlc291cmNlIHhtbG5zPSJodHRwOi8vZGF0YWNpdGUub3JnL3NjaGVtYS9rZXJuZWwtNCIgeG1sbnM6eHNpPSJodHRwOi8vd3d3LnczLm9yZy8yMDAxL1hNTFNjaGVtYS1pbnN0YW5jZSIgeHNpOnNjaGVtYUxvY2F0aW9uPSJodHRwOi8vZGF0YWNpdGUub3JnL3NjaGVtYS9rZXJuZWwtNCBodHRwOi8vc2NoZW1hLmRhdGFjaXRlLm9yZy9tZXRhL2tlcm5lbC00LjEvbWV0YWRhdGEueHNkIj4KICA8aWRlbnRpZmllciBpZGVudGlmaWVyVHlwZT0iRE9JIj4xMC42MDg0L005LkZJR1NIQVJFLjU4NjE3OTY8L2lkZW50aWZpZXI+CiAgPGNyZWF0b3JzPgogICAgPGNyZWF0b3I+CiAgICAgIDxjcmVhdG9yTmFtZT5Kb8OjbyBFbGlhcyBBYmRhbGxhIEZpbGhvPC9jcmVhdG9yTmFtZT4KICAgIDwvY3JlYXRvcj4KICAgIDxjcmVhdG9yPgogICAgICA8Y3JlYXRvck5hbWU+SXZhbiBNb3VyYSBCZWxvPC9jcmVhdG9yTmFtZT4KICAgIDwvY3JlYXRvcj4KICAgIDxjcmVhdG9yPgogICAgICA8Y3JlYXRvck5hbWU+Sm9obiBPdHRvIERvdzwvY3JlYXRvck5hbWU+CiAgICA8L2NyZWF0b3I+CiAgPC9jcmVhdG9ycz4KICA8dGl0bGVzPgogICAgPHRpdGxlPk9uIGEgRm91ci1Ob2RlIFF1YWRyaWxhdGVyYWwgUGxhdGUgZm9yIExhbWluYXRlZCBDb21wb3NpdGVzPC90aXRsZT4KICA8L3RpdGxlcz4KICA8ZGVzY3JpcHRpb25zPgogICAgPGRlc2NyaXB0aW9uIGRlc2NyaXB0aW9uVHlwZT0iQWJzdHJhY3QiPiZsdDtkaXYmZ3Q7Jmx0O3AmZ3Q7QWJzdHJhY3QgQW4gYXNzZXNzbWVudCBvZiB0aGUgZWZmaWNpZW5jeSBhbmQgY29udmVyZ2VuY2UgY2hhcmFjdGVyaXN0aWNzIG9mIGEgZm91ci1ub2RlIHF1YWRyaWxhdGVyYWwgcGxhdGUgZmluaXRlIGVsZW1lbnQgaW4gdGhlIGFuYWx5c2lzIG9mIGxhbWluYXRlZCBjb21wb3NpdGVzIGlzIHBlcmZvcm1lZC4gVGhlIGVsZW1lbnQsIHdoaWNoIGlzIHN1aXRhYmxlIGZvciBnbG9iYWwgcmVzcG9uc2UgYW5hbHlzaXMsIGlzIGRldmVsb3BlZCBpbiB0aGUgZnJhbWV3b3JrIG9mIHRoZSBzdHJhaW4gZ3JhZGllbnQgbm90YXRpb24gc3VjaCB0aGF0IGl0cyBtb2RlbGluZyBjYXBhYmlsaXRpZXMgYXMgd2VsbCBhcyBtb2RlbGluZyBkZWZpY2llbmNpZXMgY2FuIGJlIHBoeXNpY2FsbHkgaW50ZXJwcmV0ZWQgYnkgdGhlIGFuYWx5c3QgZHVyaW5nIHRoZSBmb3JtdWxhdGlvbiBwcm9jZXNzLiBUaHVzLCBzaGVhciBsb2NraW5nIHR5cGljYWxseSBlbmNvdW50ZXJlZCBpbiBmb3VyLW5vZGVkIHBsYXRlIGVsZW1lbnRzIGlzIGlkZW50aWZpZWQgYXMgY2F1c2VkIGJ5IHNwdXJpb3VzIHRlcm1zIHdoaWNoIGFwcGVhciBpbiB0aGUgc2hlYXIgc3RyYWluIHBvbHlub21pYWwgZXhwYW5zaW9ucy4gVGhlc2UgaWRlbnRpZmllZCBzcHVyaW91cyB0ZXJtcyBhcmUgcmVtb3ZlZCBhIHByaW9yaSBzdWNoIHRoYXQgc2hlYXIgbG9ja2luZyBkb2VzIG5vdCBvY2N1ciBkdXJpbmcgbnVtZXJpY2FsIGFuYWx5c2lzIGFuZCBudW1lcmljYWwgcmVtZWRpZXMgZG8gbm90IG5lZWQgdG8gYmUgYXBwbGllZC4gU3RyZXNzIHNvbHV0aW9ucyBmb3IgZGlmZmVyZW50IGxhbWluYXRlZCBwbGF0ZXMgYXJlIHByZXNlbnRlZCB0byBkZW1vbnN0cmF0ZSB0aGF0IHRoZSBjb3JyZWN0ZWQgbW9kZWwgY29udmVyZ2VzIHdlbGwgdG8gcmVmZXJlbmNlIHNvbHV0aW9ucy4mbHQ7L3AmZ3Q7Jmx0Oy9kaXYmZ3Q7PC9kZXNjcmlwdGlvbj4KICA8L2Rlc2NyaXB0aW9ucz4KICA8c3ViamVjdHM+CiAgICA8c3ViamVjdD5NZWNoYW5pY2FsIEVuZ2luZWVyaW5nPC9zdWJqZWN0PgogICAgPHN1YmplY3Q+TWVjaGFuaWNzPC9zdWJqZWN0PgogICAgPHN1YmplY3Qgc2NoZW1lVVJJPSJodHRwOi8vd3d3LmFicy5nb3YuYXUvYXVzc3RhdHMvYWJzQC5uc2YvMC82QkI0MjdBQjk2OTZDMjI1Q0EyNTc0MTgwMDA0NDYzRSIgc3ViamVjdFNjaGVtZT0iRk9SIj45MDUwMSBDaXZpbCBHZW90ZWNobmljYWwgRW5naW5lZXJpbmc8L3N1YmplY3Q+CiAgPC9zdWJqZWN0cz4KICA8cHVibGlzaGVyPlNjaUVMTyBqb3VybmFsczwvcHVibGlzaGVyPgogIDxwdWJsaWNhdGlvblllYXI+MjAxODwvcHVibGljYXRpb25ZZWFyPgogIDxkYXRlcz4KICAgIDxkYXRlIGRhdGVUeXBlPSJDcmVhdGVkIj4yMDE4LTAyLTA3PC9kYXRlPgogICAgPGRhdGUgZGF0ZVR5cGU9IlVwZGF0ZWQiPjIwMjEtMDMtMjY8L2RhdGU+CiAgPC9kYXRlcz4KICA8cmVzb3VyY2VUeXBlIHJlc291cmNlVHlwZUdlbmVyYWw9IkRhdGFzZXQiPkRhdGFzZXQ8L3Jlc291cmNlVHlwZT4KICA8c2l6ZXM+CiAgICA8c2l6ZT4xNjMyNTg5IEJ5dGVzPC9zaXplPgogIDwvc2l6ZXM+CiAgPHJlbGF0ZWRJZGVudGlmaWVycz4KICAgIDxyZWxhdGVkSWRlbnRpZmllciByZWxhdGVkSWRlbnRpZmllclR5cGU9IkRPSSIgcmVsYXRpb25UeXBlPSJJc1N1cHBsZW1lbnRUbyI+MTAuMTU5MC8xNjc5LTc4MjUzNjYzPC9yZWxhdGVkSWRlbnRpZmllcj4KICA8L3JlbGF0ZWRJZGVudGlmaWVycz4KICA8cmlnaHRzTGlzdD4KICAgIDxyaWdodHMgcmlnaHRzVVJJPSJodHRwczovL2NyZWF0aXZlY29tbW9ucy5vcmcvbGljZW5zZXMvYnkvNC4wLyI+Q0MgQlkgNC4wPC9yaWdodHM+CiAgPC9yaWdodHNMaXN0Pgo8L3Jlc291cmNlPg==","url":"https://scielo.figshare.com/articles/dataset/On_a_Four-Node_Quadrilateral_Plate_for_Laminated_Composites/5861796","contentUrl":null,"metadataVersion":2,"schemaVersion":"http://datacite.org/schema/kernel-4","source":"mds","isActive":true,"state":"findable","reason":null,"viewCount":0,"viewsOverTime":[],"downloadCount":0,"downloadsOverTime":[],"referenceCount":0,"citationCount":0,"citationsOverTime":[],"partCount":0,"partOfCount":0,"versionCount":0,"versionOfCount":0,"created":"2018-02-07T02:50:12.000Z","registered":"2018-02-07T02:50:13.000Z","published":"2018","updated":"2021-03-26T18:01:21.000Z"},"relationships":{"client":{"data":{"id":"figshare.ars","type":"clients"}},"provider":{"data":{"id":"otjm","type":"providers"}},"media":{"data":{"id":"10.6084/m9.figshare.5861796","type":"media"}},"references":{"data":[]},"citations":{"data":[]},"parts":{"data":[]},"partOf":{"data":[]},"versions":{"data":[]},"versionOf":{"data":[]}}}}