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Rail-Bridge Interaction in CWR Analysis by kumardhiresh62 is a document available to read on EtoBox.
This technical paper analyzes the interaction between continuous welded rails (CWR) and railway bridges, focusing on how various parameters affect temperature-induced stresses. The study finds that increasing rail cross-sectional area significantly reduces these stresses, with notable reductions in both single-span and double-span bridges. The results provide insights for optimizing railway infrastructure design to enhance safety and performance in high-speed rail systems.
- Author
- kumardhiresh62
- Language
- EN