1 AIT Asian Institute of Technology

Progressive failure analysis of shell structures using an assumed strain 4-node shell element

AuthorTanabadee Ratsadonpakdee
Call NumberAIT Thesis no.ST-04-02
Subject(s)Shells (Engineering)
Structural failures

NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
Series StatementThesis ; no. ST-04-02
AbstractThe formulation of a non-linear shear deformable shell element is presented for the solution of stability problems of stiffened plates and shells. The formulation of the geometrical stiffness presented here is exactly defined on the mid-surface and is efficient for analyzing stability problems of thin and thick plates and shells by incorporating bending moment and transverse shear resultant force. As a result of the explicit integration of the tangent stiffness matrix, this formulation is computationally very efficient in incremental nonlinear analysis. The element is free of both membrane and shear locking behaviour by using the assumed strain method such that the element performs very well in the thin shells. By using six degrees of freedom per node, the present element can model stiffened plate and shell structures. In this study, a large variety of selected sample analyses are described to verify the correctness and to show some of the results showed good agreement with references and computational efficiency.
Year2004
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. ST-04-02
TypeThesis
SchoolSchool of Engineering and Technology
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSStructural Engineering (STE) /Former Name = Structural Engineering and Construction (ST)
Chairperson(s)Kim, Kidu;
Examination Committee(s)Ganesan, Namsivayam ;Barry, William ;
Scholarship Donor(s)AIT Fellowship;
DegreeThesis (M.Eng.) - Asian Institute of Technology, 2004


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