Flexural Behavior of Steel Cables for Bridges
Autor(en): |
Kee Jeung Hong
Jaegyun Park |
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Medium: | Tagungsbeitrag |
Sprache(n): | Englisch |
Tagung: | 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 |
Veröffentlicht in: | IABSE-IASS 2011 London Symposium Report |
Jahr: | 2011 |
Abstrakt: |
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. |
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Reibung
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