Modeling the structural dynamic response of overhead transmission lines

Computers and Structures

Volumn 81, Issue 8-11, 2003, Pages 825-834

  McClure, G ^a   Lapointe, M ^a  

^a MCGILL UNIVERSITY   (Canada)

Author keywords

Cable dynamics; Cable rupture; Finite element analysis; Transient response

Indexed keywords

COMPUTER SOFTWARE; DYNAMIC RESPONSE; ELECTRIC CABLES; ELECTRIC CONDUCTORS; FINITE ELEMENT METHOD; STRUCTURAL DESIGN; TRANSIENTS;

CABLE DYNAMICS;

OVERHEAD LINES;

EID: 0037401880     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(02)00472-8     Document Type: Article

References (20)

1. Haro L, Magnusson B, Pönni K. Étude des sollicitations sur un support après rupture d'un conducteur. Comptes rendus de la Conférence internationale des grands réseaux électriques (CIGRÉ) 1956; Report 210.
2. Govers A. Efforts dynamiques unidirectionnels sur les pylônes à haute tension après une rupture de conducteur. Comptes rendus de la CIGRÉ 1970; Report 22-03. p. 1-11.
3. Siddiqui FMA. Dynamic analysis and behavior of electric transmission line systems subjected to broken wires, PhD thesis, University of Pittsburgh, Pittsburgh, PA, 1981.
4. Baenziger M. Broken conductor loads on transmission line structures, PhD thesis, University of Wisconsin, Madison, WI, 1981.
5. Thomas M.B., Peyrot A.H. Dynamic response of ruptured conductors in transmission lines. IEEE Trans. Power Apparatus Syst. PAS-101(9):1982;3022-3027.
6. McClure G. Interactions dynamiques dans les lignes aériennes de transport d'électricité soumises aux bris de câbles, PhD thesis, École Polytechnique de Montréal, Montréal, Canada, 1989.
7. McClure G., Tinawi R. Mathematical modeling of the transient response of electric transmission lines due to conductor breakage. Comput. Struct. 26(1/2):1987;41-56.
8. McClure G., Tinawi R. Comportement dynamique des lignes aériennes de transport d'électricité dû aux bris de câbles. I. Modélisation mathématique. Can. J. Civil Eng. 16(3):1989;335-353.
9. McClure G., Tinawi R. Comportement dynamique des lignes aériennes de transport d'électricité dû aux bris de câbles. II. Problèmes numériques associés à la modélisation mathématique. Can. J. Civil Eng. 16(3):1989;354-374.
10. ADINA R&D Inc. Automatic Dynamic Incremental Nonlinear Analysis (ADINA) Theory and Modeling Guide 2000. Report ARD 00-7, Watertown, MA.
11. El-Abbasi N., Bathe K.J. Stability and patch test performance of contact discretizations and a new solution algorithm. Comput. Struct. 79:2001;1473-1486.
12. Bathe K.J., Bouzinov P. On the constraint function method for contact problems. Comput. Struct. 64:1997;1069-1085.
13. Eterovic A.L., Bathe K.J. On the treatment of inequality constraints arising from contact conditions in finite element analysis. Comput. Struct. 40:1991;203-209.
14. Ostendorp M. Longitudinal load and cascading failure risk assessment (CASE). Vol. 1 Simplified approach. EPRI Report TR-107087-V1, Electric Power Research Institute, Palo Alto, CA, 1997.
15. Ostendorp M. Longitudinal load and cascading failure risk assessment (CASE). Vol. 2 Advanced methods. EPRI Report TR-107087-V2, Electric Power Research Institute, Palo Alto, CA, 1997.
16. Kempner Jr L. Longitudinal impact loading on electrical transmission line towers - A scale model study, PhD thesis, Portland State University, Portland, OR, 1997.
17. Jamaleddine A., McClure G., Rousselet J., Beauchemin R. Simulation of ice-shedding on electrical transmission lines using ADINA. Comput. Struct. 47(4/5):1993;523-536.
18. Roshan Fekr M., McClure G. Numerical modelling of the dynamic response of ice-shedding on electrical transmission lines. Atmos. Res. 46:1998;1-11.
19. Lapointe M. Dynamic analysis of a power line subjected to longitudinal loads, ME thesis, McGill University, Montréal, Canada, 2002.
20. Bathe K.J. Finite element procedures. 1996;Prentice-Hall, Upper Saddle River, NJ.