Open Access. Powered by Scholars. Published by Universities.®

Structural Engineering

2011

Rail pad; state dependent model; modal testing; degradation rate; best curve fitting

Articles 1 - 1 of 1

Full-Text Articles in Construction Engineering and Management

State Dependent Properties Of Rail Pads, Sakdirat Kaewunruen, Alexander Remennikov Nov 2011

State Dependent Properties Of Rail Pads, Sakdirat Kaewunruen, Alexander Remennikov

Alex Remennikov

Rail pad is one of the main components in ballasted railway track systems. It is inserted between the rail and the sleeper to attenuate dynamic wheel/rail interaction forces, preventing the underlying railway track components from excessive stresses. Generally, the dynamic design of tracks relies on the available data, which are mostly focused on the structural condition at a specific toe load. Recent findings show that track irregularities could significantly amplify the loads on railway tracks. This phenomenon gives rise to a concern that the rail pads may experience higher deterioration rate than anticipated in the past. On this ground, an …