Large deformation finite element analysis of shell structures
Joint Authors
Adam, Fath al-Rahman Muhammad
Muhammad, Abd al-Rahman al-Zubayr
Source
Journal of Science and Technology
Issue
Vol. 4, Issue 2 (31 Dec. 2003), pp.47-58, 12 p.
Publisher
Sudan University of Science and Technology Deanship of Scientific Research
Publication Date
2003-12-31
Country of Publication
Sudan
No. of Pages
12
Main Subjects
Information Technology and Computer Science
Abstract EN
A Finite element formulation is presented for conducting large deformation analysis of shells.
The element adopted herein is a degenerated three-dimensional 8-nodes isoparametric finite element.
Derivations of the nonlinear geometric element stiffness matrices were made on the basis of total lagrangian formulation by using both geometric strains (Engineering Strains) and Green's stains.
The formulations were implemented into a nonlinear finite element program.
The nonlinear equilibrium equations are solved by combined incremental load and Newton-Raphson method.
Examples are presented for the analysis of cylindrical shells.
Agreement with existing solutions is generally good
American Psychological Association (APA)
Muhammad, Abd al-Rahman al-Zubayr& Adam, Fath al-Rahman Muhammad. 2003. Large deformation finite element analysis of shell structures. Journal of Science and Technology،Vol. 4, no. 2, pp.47-58.
https://search.emarefa.net/detail/BIM-391625
Modern Language Association (MLA)
Muhammad, Abd al-Rahman al-Zubayr& Adam, Fath al-Rahman Muhammad. Large deformation finite element analysis of shell structures. Journal of Science and Technology Vol. 4, no. 2 (2003), pp.47-58.
https://search.emarefa.net/detail/BIM-391625
American Medical Association (AMA)
Muhammad, Abd al-Rahman al-Zubayr& Adam, Fath al-Rahman Muhammad. Large deformation finite element analysis of shell structures. Journal of Science and Technology. 2003. Vol. 4, no. 2, pp.47-58.
https://search.emarefa.net/detail/BIM-391625
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references : p. 47-58
Record ID
BIM-391625