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The dimensions of the base slab model are 150 cm long, 100 cm wide and 5 cm thick.
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The base slab model is tested for the ground conditions of sand, gravel and clay silt mixture by ambient vibration test.
A bi-block track slab model was constructed, and the temperature field of the track slab together with the surface air temperature was recorded and analyzed.
The thick, homogeneous slab model was used to test the effect of the absorption grid resolution and the number of voxels on simulation time.
The simulation models are shown in Scheme 2. Two dimensional rhombic periodic boundary condition and slab models were applied throughout our simulations.
The connection between the raft foundation and the base slab is modeled as rigid elastic columns using elastic BeamColumn elements.
Parametric analyses based on the mathematical model are conducted to examine the influence of the slab dimension, reinforcement and the beam dimension on the amplification factor.
In this paper, a simple prediction tool based on a two-dimensional model is developed for a slab track system composed of two rails with rail pads, sleepers with sleeper pads, and a concrete base slab.
To maintain the geometric continuity and consistent nodal connectivity with the containment model, the mesh size of the base slab and the raft are chosen to have 900 shell elements.
Based on this classification, models are evaluated with regard to their applicability for problems specific to the strengthening of existing slabs, such as pre-damage of existing slabs, insufficient anchorage lengths of tensile reinforcement outside the punching zone, new openings in slabs within the punching zone, and the prestressing of post-installed shear reinforcement.
This design model is based on the authors' theoretical analysis for such slabs, which considers the physical behavior of the connections under load.
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