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This document analyzes statically indeterminate reinforced concrete slabs strengthened with prestressed steel strands using nonlinear finite element modeling. Four continuous slabs were experimentally tested - three were strengthened with external prestressing and one was a control. Nonlinear finite element models were developed for the slabs. The models captured the ultimate capacity, deflection profile, and failure mode of the experimental slabs accurately. For the strengthened slabs, the difference betwe

Author

Bernie Romero

Language

EN