2026-09-20T14:51:49Zhttps://dspace.mit.edu/server/oai/requestoai:dspace.mit.edu:1721.1/900092026-06-06T00:55:21Zcom_1721.1_7582com_1721.1_7581col_1721.1_131023
Jerome J. Connor.
Chen, Lingfeng, M. Eng. Massachusetts Institute of Technology
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering.
Massachusetts Institute of Technology. Department of Civil and Environmental Engineering
2014-09-19T21:34:10Z
2014-09-19T21:34:10Z
2014
2014
http://hdl.handle.net/1721.1/90009
890133884
Thesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2014.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 41-42).
Common finite element programs for plate bending analysis are complicated and limited by the common plate theories. Such programs are usually not user-friendly for designers to implement. Lately, Hou Man et al. from the University of New South Wales has developed a technique for unified 3D plate bending analysis using scaled boundary finite element analysis, which promises to have little restrictions on plate thicknesses and faster convergence. This thesis presents an implementation of a python version of their method, which, when combined with a modeling program like Rhinoceros, aids designers in studying plate bending behavior under static loading. It represents a first step in the development of interactive programs for structural design and analysis of plates.
by Lingfeng Chen.
M.Eng.
42 pages
eng
Massachusetts Institute of Technology
M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.
http://dspace.mit.edu/handle/1721.1/7582
Civil and Environmental Engineering.
Implementation of a python version of a scaled boundary finite element method for plate bending analysis
Thesis
application/pdf
false
Publication
unknown
unknown
<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="a28acabf-8a83-4111-b798-d5f682090a32">
<Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type>
<Language>eng</Language>
<Title>Implementation of a python version of a scaled boundary finite element method for plate bending analysis</Title>
<PublishedIn>
<Publication>
</Publication>
</PublishedIn>
<PublicationDate>2014</PublicationDate>
<Authors>
<Author>
<DisplayName>Chen, Lingfeng, M. Eng. Massachusetts Institute of Technology</DisplayName>
<Affiliation>
<OrgUnit>
</OrgUnit>
</Affiliation>
</Author>
</Authors>
<Editors>
</Editors>
<Publishers>
<Publisher>
<DisplayName>Massachusetts Institute of Technology</DisplayName>
<OrgUnit />
</Publisher>
</Publishers>
<License>http://dspace.mit.edu/handle/1721.1/7582</License>
<Keyword>Civil and Environmental Engineering.</Keyword>
<Abstract>Common finite element programs for plate bending analysis are complicated and limited by the common plate theories. Such programs are usually not user-friendly for designers to implement. Lately, Hou Man et al. from the University of New South Wales has developed a technique for unified 3D plate bending analysis using scaled boundary finite element analysis, which promises to have little restrictions on plate thicknesses and faster convergence. This thesis presents an implementation of a python version of their method, which, when combined with a modeling program like Rhinoceros, aids designers in studying plate bending behavior under static loading. It represents a first step in the development of interactive programs for structural design and analysis of plates.</Abstract>
<Access xmlns="http://purl.org/coar/access_right"
>
</Access>
</Publication>