SELF-STRESSED SANDWICH BRIDGE DECKS

[mahyarov]

SELF-STRESSED SANDWICH BRIDGE DECKS

Author: Zuk, W Sinha, R | Size: 1.56 MB | Format: PDF | Quality: Original preprint | Publisher: Virginia Highway Research Council | Year: 1971 | pages: 46

PRESENTED 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 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. /AUTHOR/

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