Proposed is an entirely new type of bridge deck, consisting of an unreinforced lightweight concrete slab made of expanding cement sandwiched between two thin plates of steel. The expanding core serves to prestress the panel. Laboratory tests were conducted on the expansion characteristics of the concrete to determine predictable relationships for expansion. Laboratory tests were also conducted on ten small-scale panels, some loaded with a concentrated load and others with a uniformly distributed load. Instrumentation was installed to measure, strains and deflections. Mathematical theories were also developed to predict both the prestressing and external load behavior of the panels. A satisfactory correlation was found between the test results and the theory. A comparative study of the proposed sandwich panels and standard reinforced concrete slabs indicated that the proposed sandwich panels are substantially stronger and stiffer than concrete slabs using the same quantity of concrete and steel. Continued development is recommended.
The deterioration of the nation's civil infrastructure has prompted the investigation of numerous solutions to the problem. Some of these solutions ha...
This report summarizes the analysis of laser welded steel sandwich panels for use in bridge structures andstatic testing of laser stake welded lap she...
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United States Department of Transportation
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