Nonlinear Finite Element Analysis is performed to investigate the crack of a prestressed double tee canopy beam due to thermal expansion. Concrete damage plasticity material model is employed to detect the potential crack of concrete beam caused by thermal loads. The bond between pre-stressed strands and concrete is modeled by tie, cohesive element and friction. Explicit modeling approach is selected due to the significant discontinuity in the threedimensional model. The potential crack pattern from FEA modeling indicates the actual crack as observed in field quite well.
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