TECHNICAL NOTES
Jul 1, 2008

Solver and Shell Element Performances for Curved Bridge Analysis

Publication: Journal of Bridge Engineering
Volume 13, Issue 4

Abstract

A study has been undertaken to investigate different solver and shell element performances for curved bridge finite-element analysis. Three sparse solvers were implemented into a bridge finite-element analysis code, and the solution times and memory requirements for typical bridges were compared. In addition, the use of four-node and nine-node shell elements in modeling was investigated for different mesh densities. Based on the comparative studies performed, modeling guidelines for practicing engineers have been developed and are presented herein.

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Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 13Issue 4July 2008
Pages: 418 - 424

History

Received: Oct 5, 2006
Accepted: Sep 5, 2007
Published online: Jul 1, 2008
Published in print: Jul 2008

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Authors

Affiliations

Cem Topkaya [email protected]
Associate Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06531 Ankara 06531, Turkey (corresponding author). E-mail: [email protected]
Ahmet Serhat Kalaycı
Graduate Research Assistant, Dept. of Civil Engineering, Florida International Univ., Miami, FL 33174.
Eric B. Williamson
Associate Professor, Dept. of Civil Engineering, The Univ. of Texas at Austin, Austin, TX 78712.

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