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dc.contributor.authorVimonsatit, Vanissorn
dc.contributor.authorKowsuwan, Teerapon
dc.date.accessioned2017-01-30T12:42:52Z
dc.date.available2017-01-30T12:42:52Z
dc.date.created2016-02-01T00:47:09Z
dc.date.issued2015
dc.identifier.citationVimonsatit, V. and Kowsuwan, T. 2015. Shear strain sampling points of plate element from desirable displacement fields and mixed finite elements, in Proceedings of the 8th International Structural Engineering and Construction Conference: Implementing Innovative Ideas in Structural Engineering and Project Management, Nov 23-28 2015, pp. 481-486. Sydney, NSW: ISEC Society.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/24435
dc.description.abstract

A newly developed four-node bilinear plate element based on linked interpolation and Desirable Displacement Field (DDF) concept is formulated for the analysis of general plate problems. The proposed element is formulated on a mixed finite element for Reissner-mindlin plate theory and transverse displacement is linked to the rotation degree of freedom to ensure high-order interpolation capacity. By assumed strain method, the DDF is introduced for the investigation of strain sampling points. A high order polynomial for transverse displacement with linking shape function is used in finite element discretization to provide a better solution for the plate problems. A number of commonly selected problems will be tested using the present element to compare with other element models in the open literature to assess their relative convergence and accuracy.

dc.publisherISEC Press
dc.titleShear strain sampling points of plate element from desirable displacement fields and mixed finite elements
dc.typeConference Paper
dcterms.source.startPage481
dcterms.source.endPage486
dcterms.source.titleImplementing Innovative Ideas in Structural Engineering and Project Management
dcterms.source.seriesImplementing Innovative Ideas in Structural Engineering and Project Management
dcterms.source.isbn978-0-9960437-1-7
dcterms.source.conference8th International Structural Engineering and Construction Conferenc
dcterms.source.placeUSA
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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