Research Article

Design and Mechanical Properties of Steel-UHPC Lightweight Composite Decks

Table 2

Loads applied on the FEM.

Load typeDead loadVehicle loadPedestrian loadUniform temperature load (°C)Temperature difference load

Values0.72 × 10−3N/mm2260 kN/axle5.0 × 10−3 N/mm225Temperature difference between UHPC layer and OSD is 15°C