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What is Track-Bridge Interaction in CWR Systems about?

This document summarizes a study on strength problems associated with track-bridge interaction in the presence of continuously welded rail. The study uses finite element modeling and analysis in SAP2000 to examine the effects of temperature variation, stiffness variation, and bridge deck span length variation on rail stresses and bridge support reactions. Parameters like rail stress at fixed and movable ends, added rail stresses due to interaction phenomena, and support reactions are calculated and compared

Author

p_ignatius

Language

EN