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Precast-prestressed concrete bridges. Pilot tests of continuous girders
Bridge under study involves T-shaped girders with continuous situ-cast deck slab; results of investigation regarding feasibility of establishing continuity between precast girders from span to span; study of composite action between precast girders and situ-cast deck slab; 62 push-off specimens and 10 T-shaped girders were tested to explore various means of horizontal shear transfer at contact surface between precast and situ-cast concrete; adhesive bond, roughness, keys and stirrups were included as test variables; experimental results given.
Precast-prestressed concrete bridges. Pilot tests of continuous girders
Bridge under study involves T-shaped girders with continuous situ-cast deck slab; results of investigation regarding feasibility of establishing continuity between precast girders from span to span; study of composite action between precast girders and situ-cast deck slab; 62 push-off specimens and 10 T-shaped girders were tested to explore various means of horizontal shear transfer at contact surface between precast and situ-cast concrete; adhesive bond, roughness, keys and stirrups were included as test variables; experimental results given.
Precast-prestressed concrete bridges. Pilot tests of continuous girders
Portland Cement Assn -- Research Development Laboratories -- J
Kaar, P.H. (Autor:in) / Kriz, L.B. (Autor:in) / Hognestad, E. (Autor:in) / Hanson, N.W. (Autor:in)
1960
38 pages
Aufsatz (Zeitschrift)
Englisch
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