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This study used initial temperature load to apply the prestressing load.
The diagrammatic representation of the temperature load is shown in Fig. 4.
Slab track is a structure that bears long-term temperature load and repeated train load [7].
Prestressing effect is usually modeled through either (1) initial strain or (2) initial temperature load.
As a result of the temperature load, a three-dimensional stress state is produced.
In addition, for track structure, the previous temperature load models were modified.
The factors selected for investigation were temperature, load and sliding velocity keeping sliding distance constant.
The temperature load was taken as a uniform increase in temperature of bridge deck and girders by 29.4 °C.
As mentioned, hydration effect was considered by applying 20 °C of temperature load to all of decks of bridge models.
The temperature load applied on the structures can generate thermal stresses and change material properties.
Cracks of the samples were created by a sudden temperature load at 200 °C.
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