Output details
15 - General Engineering
Lancaster University
Article title
A new fictitious time for the dynamic relaxation (DXDR) method
Type
D - Journal article
DOI
Title of journal
International journal for numerical methods in engineering
Article number
-
Volume number
74
Issue number
6
First page of article
996
ISSN of journal
0029-5981
Year of publication
2008
Number of additional authors
2
Additional information
Optimisation of the time step to enhance solution convergence constitutes the first major development of the DR algorithm for numerical structural analysis since 1993. It resulted from Anglo-Iranian collaboration begun in Lancaster. Others have used it in novel applications (see EPEC 2010 – IEEE Electrical Power and Energy Conference 2010, art. No. 5697248 and Int. J. Solids and Structures, 48(5), 637-647, 2011). Moreover, it has provided the catalyst for others to enhance the DR algorithm further via optimisation of damping coefficients and load increments (see Computers and Structures, 89 (9-10), 783-794, 2011, Journal of Structural Engineering, 137 (1), 109-116, 2011).
Interdisciplinary
-
Cross-referral requested
-
Research group
C - Structures & Manufacturing
Proposed double-weighted
No
Double-weighted statement
-
Reserve for a double-weighted output
No
Non-English
No
English abstract
-
