Flexural Behavior of Steel Cables for Bridges
| Author(s): |
Kee Jeung Hong
Jaegyun Park |
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011 |
| Published in: | IABSE-IASS 2011 London Symposium Report |
| Year: | 2011 |
| Abstract: |
An analytical model for the steel bridge cable is developed by using the geometrically exact rod model and fitting the nonlinear moment-curvature-tension relationship of the cable. The cable is assumed to be helically wrapped with constant initial layer angle. The unbalanced force on a wire is calculated and friction between layers is fully considered. |
| Keywords: |
friction steel cable non-linear moment-curvature relation helically wrapped cable neighbouring layer
|
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10065264 - Published on:
03/10/2011 - Last updated on:
05/07/2021
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