Affiliation:
1. Swiss Federal Laboratories for Materials Testing and Research, Dübendorf, Switzerland
Abstract
Tremendous progress has been made in the construction of long span bridges within the last two centuries. In this evolution structural concepts and strength of materials used have played key roles. The limiting span is defined as that span at which the structural system will just support itself. Comparison is made between limiting spans of cable-stayed bridges made of steel and of advanced composites. The use of advanced composites would allow the tripling of the limiting span in comparison to steel structures. To compare the quantities of material required for the cables of suspension and cable-stayed bridges, calculations are performed. The results are shown within a proposal for an advanced composites bridge across the Strait of Gibraltar.
Reference3 articles.
1. Leonhard F., Zellner W. Comparative investigations between suspension bridges and cable-stayed bridges for spans exceeding 600 m. International Association for Bridge and Structure Engineering, Publication 31–1, 1972.
2. Meier U., Müller R., Puck A. FRP box beams under static and fatigue loading. Proceedings of the International Conference on Testing, evaluation and quality control of composites (Feest T.), 1983 (Butterworth, Guildford).
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75 articles.
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