摘要: |
This report describes the design and calculations for the single span half scale prestressed concrete bridge deck which was built in the structures laboratory of the Transport and Road Research Laboratory (TRRL) in 1982 and tested to destruction in 1985. The deck was designed to BS5400:1978 (without revisions or amendments) (see IRRD 235662-5 and 249424) and was constructed as a model for testing the behaviour under serviceability, utimate and collapse conditions. The implications of BS5400:Pt4:1984 (see IRRD 282725) are also reviewed. The report is divided into the following sections: 1) introduction; 2) choice of structure; 3) choice of dimensions and details; 4) commentary on the calculations for the pretensioned beams; 5) commentary on the calculations for the slab; 6) implications of BS5400:Pt4:1984. Appendices provide details of the construction drawings, the general arrangement of the deck, the precast tensioned beams, the reinforcement and the calculations used. |