Influence of rub-plate length on forces and displacements of longitudinally coupled slab track for a bridge turnout

Because of the successful construction and operation of the Beijing–Tianjin intercity railway line, the longitudinally coupled prefabricated slab track (LCPBT) system has shown its outstanding advantages in both mechanical and structural aspects. With a design speed of 350?km/h, the LCPBT system was also used on the 595.62-m-long, double-track LeiDa Bridge...