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Showing 1 to 1 of 1 for “"Nichtlinearer Verschiebewiderstand"”.
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Longitudinal forces in continuously welded rails due to nonlinear track-bridge interaction for loading sequences
The use of continuously welded rails (CWR) governs the longitudinal stress caused by seasonal temperature changes, bending of supporting structure and braking/accelerating due to passing trains. Those three loads have been regulated in Eurocode1 and accomplished by the national codes like DIN …