A STUDY OF METHODS FOR THE EVALUATION OF STRESS GUSSET PLATES

THE RESEARCH WAS DIRECTED TO THE EVALUATION OF EXPERIMENTAL METHODS IN THE ANALYSIS OF STRESSES IN GUSSET PLATES. THE LOADING, INSTRUMENTATION AND TESTING OF A STRUCTURAL STEEL GUSSET PLATE, ALTHOUGH REDUCED TO HALF SCALE UNDER LABORATORY CONDITIONS, IS EXPENSIVE AND A TIME CONSUMING SETUP. THE PHOTOELASTIC TEST MODELS USING BOUNDARY LOADS ARE INEXPENSIVE, TESTS CAN BE PERFORMED WITH COMPARATIVE EASE, CAN BE ADOPTED TO A LARGE NUMBER OF GEOMETRIES AND LOAD CONDITIONS, AND THE USE OF DIFFUSED LIGHT POLARISCOPE WILL FURNISH A USEFUL PATTERN OF THE STRESS FIELD. THE PHOTOELASTIC METHOD IS A COMPLEMENTARY TO MORE ADVANCED, COMPUTERIZED STRESS ANALYSES. THE VARIOUS ANALYTICAL METHODS, INCLUDING THE ELEMENTARY ONE, INDICATE THAT THE MAXIMUMS OF STRESSES FOUND IN A GUSSET ARE ONLY SLIGHTLY DIFFERENT, AND THE MAJOR ERROR BEING IN THE LOCATION OF THOSE MAXIMUMS. THE LOCATION OF THE MAXIMUMS, HOWEVER, ARE OF ONLY SECONDARY IMPORTANCE IN DESIGNING GUSSETS. /BPR/

  • Corporate Authors:

    University of Washington, Seattle

    Seattle, WA  United States  98195

    Washington State Department of Highways

    Olympia, WA  United States 

    Bureau of Public Roads /US

    400 7th Street, SW
    Washington, DC  United States  20590
  • Authors:
    • Vasarhelyi, D D
  • Publication Date: 1968-3

Subject/Index Terms

Filing Info

  • Accession Number: 00215899
  • Record Type: Publication
  • Source Agency: Bureau of Public Roads /US
  • Files: TRIS, STATEDOT
  • Created Date: Mar 5 1994 12:00AM