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Field Testing of an Orthotropic Steel Deck Bridge. Volume I
The report describes field tests of an orthotropic, steel deck plate bridge near Dublin, California. Descriptions of the bridge, loading methods employed, transducer types and locations, recording methods and equipment, and construction and fabrication problems are given. Included is a study of thermal stresses in the structure resulting from diurnal temperature variations. Temperature observations are compared with a theoretical treatment, and economic considerations and deck icing problems are discussed. The appendix contains a description of the computer program used in the design and analysis of the bridge. (BPR Abstract)
Field Testing of an Orthotropic Steel Deck Bridge. Volume I
The report describes field tests of an orthotropic, steel deck plate bridge near Dublin, California. Descriptions of the bridge, loading methods employed, transducer types and locations, recording methods and equipment, and construction and fabrication problems are given. Included is a study of thermal stresses in the structure resulting from diurnal temperature variations. Temperature observations are compared with a theoretical treatment, and economic considerations and deck icing problems are discussed. The appendix contains a description of the computer program used in the design and analysis of the bridge. (BPR Abstract)
Field Testing of an Orthotropic Steel Deck Bridge. Volume I
R. E. Davis (author)
1968
81 pages
Report
No indication
English
Civil Engineering , Roads , Bridges , Experimental design , Structural properties , Performance(Engineering) , Configuration , Loading(Mechanics) , Costs , Test equipment , Construction , Manufacturing methods , Steel , Periodic variations , Thermal stresses , Endurance , Models(Simulations) , Cold weather tests , Ice prevention , Data processing systems , Programming(Computers) , California , Orthotropic steel deck bridges
Manufacturing method of orthotropic steel bridge deck slab and orthotropic steel bridge deck slab
European Patent Office | 2024
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