Access the full text.
Sign up today, get DeepDyve free for 14 days.
Loading next page...
/lp/springer-journals/finite-element-analysis-of-elasto-plastic-plate-bending-problems-using-4iI7z5wU28
References (13)
-
R.L. Taylor (2000)
The Finite Element Method, Vol. 1: The Basis -
I. Guzelbey, B. Kanber (2000)
A practical rule for the derivation of transition finite elementsInternational Journal for Numerical Methods in Engineering, 47
-
E. Hinton, H. Huang (1986)
A family of quadrilateral Mindlin plate elements with substitute shear strain fieldsComputers & Structures, 23
-
W. Barry, Mark Jones, P. Plassmann (1998)
Parallel adaptive mesh refinement techniques for plasticity problemsAdvances in Engineering Software, 29
-
Chang-Koon Choi, Y. Park (1997)
Conforming and nonconforming transition plate bending elements for an adaptive h-refinementThin-walled Structures, 28
-
S. Timoshenko, S. Woinowsky-krieger (1959)
THEORY OF PLATES AND SHELLS -
Tulay Ozkul (2004)
A finite element formulation for dynamic analysis of shells of general shape by using the Wilson-θ methodThin-walled Structures, 42
-
D. Owen, E. Hinton (1980)
Finite Elements in Plasticity -
E. Garusi, A. Tralli (2002)
A hybrid stress-assumed transition element for solid-to-beam and plate-to-beam connectionsComputers & Structures, 80
-
R. Taylor (2000)
The Finite Element Method, the Basis -
Tulay Ozkul, U. Ture (2004)
The transition from thin plates to moderately thick plates by using finite element analysis and the shear locking problemThin-walled Structures, 42
-
Jang-Keun Lim, Tae-Han Song, Byung Seog (2001)
Formulation method for solid-to-beam transition finite elementsKSME International Journal, 15
-
C. Dohrmann, S. Key (1999)
A transition element for uniform strain hexahedral and tetrahedral finite elementsInternational Journal for Numerical Methods in Engineering, 44
- Publisher
- Springer Journals
- Copyright
- 2006 Springer-Verlag
- ISSN
- 0567-7718
- eISSN
- 1614-3116
- DOI
- 10.1007/s10409-006-0012-y
- Publisher site
- See Article on Publisher Site
Abstract
Abstract In this work, the finite element analysis of the elasto-plastic plate bending problems is carried out using transition rectangular plate elements. The shape functions of the transition plate elements are derived based on a practical rule. The transition plate elements are all quadrilateral and can be used to obtain efficient finite element models using minimum number of elements. The mesh convergence rates of the models including the transition elements are compared with the regular element models. To verify the developed elements, simple tests are demonstrated and various elasto-plastic problems are solved. Their results are compared with ANSYS results.
Journal
"Acta Mechanica Sinica" – Springer Journals
Published: Aug 1, 2006