2019
DOI: 10.1061/(asce)be.1943-5592.0001311
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Girder–Deck Interface: Partial Debonding, Deck Replacement, and Composite Action

Abstract: Results are reported from tests of three precast/prestressed concrete girders under fatigue-type cyclic and monotonic loading conducted after deck removal and replacement. Although deck demolition altered the top surface of the girders, the girder-deck interfaces exhibited shear strengths greater than their nominal capacity (based on the 2012 AASHTO LRFD Specification) after 2×10 6 cycles of loading to 45 and 30% of their nominal strength for troweled and roughened interfaces, respectively. A partially debonde… Show more

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