Geometrically non-linear analysis of shell structures

Moy, S. S. J. ; Lam, S. S. E.

New York, NY [u.a.] : Wiley-Blackwell
Published 1991
ISSN:
0748-8025
Keywords:
Engineering ; Engineering General
Source:
Wiley InterScience Backfile Collection 1832-2000
Topics:
Mathematics
Technology
Notes:
The paper presents a finite element formulation for the geometrically non-linear analysis of shells. The formulation is based on the Hellinger - Reissner approach and uses internal transverse shear stress unknowns to alleviate the problem of shear locking. A ring and a quadrilateral element are presented, together with three examples which demonstrate the accuracy of the elements.
Additional Material:
9 Ill.
Type of Medium:
Electronic Resource
URL: