Collapse test of prestressed concrete slab-between-girder bridge
S.W.H. Ensink (TU Delft - Concrete Structures)
E. O.L. Lantsoght (Universidad San Francisco de Quito, TU Delft - Concrete Structures)
Max A. N. Hendriks (Norwegian University of Science and Technology (NTNU), TU Delft - Concrete Structures)
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Abstract
In the Netherlands, there are about 70 prestressed T-girder bridges with cast-inbetween decks, constructed post-WorldWar II.While they have low ratings upon assessment, inspections reveal no distress. This research aims to understand the structural behavior of the full system compared to isolated T-girders. Experiments were conducted on the original structure, as well as on the structure with the deck sawn to test individual girder behavior. The main insight is that the system behavior at the ultimate limit state is driven by compressive membrane action in the deck as well as compressive arching action in the girders, and that simplified distribution factors for shear derived from linear elastic behavior do not properly reflect the distribution and load path at the ultimate. These results can be used for a better assessment of the existing pre- stressed T-girder bridges.
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