Structural Engineering and Mechanics
Volume 40, Number 2, 2011, pages 245-256
DOI: 10.12989/sem.2011.40.2.245
Correction of node mapping distortions using universal serendipity elements in dynamical problems
Semih Kucukarslan and Ali Demir
Abstract
In this paper, the use of universal serendipity elements (USE) to eliminate node mapping distortions for dynamic problem is presented. Rectangular shaped elements for USE are being introduced by using a flexible master element with an adjustable edge node location. The shape functions of the universal serendipity formulation are used to derive the mass and damping matrices for the dynamic analyses. These matrices eliminate the node mapping distortion errors that occurs incase of the standard shape function formulations. The verification of new formulation will be tested and the errors encountered in the standard formulation will be studied for a dynamically loaded deep cantilever.
Key Words
finite element method; universal serendipity element (USE); node mapping distortion; dynamic analysis
Address
Semih Kucukarslan: 1Department of Civil Engineering, stanbul Technical University, Maslak, stanbul, Turkey
Ali Demir: Department of Civil Engineering, Celal Bayar University, Manisa, Turkey