In this investigation of the fatigue failure (fatigue damage being a direct result of the sign being subjected to a large number of stress cycles from wind induced vibrations) of single-posted highway sign faces and their associated hardware, the parameters that will result in an optimum sign design for resisting fatigue-type failures were determined. The parameters under consideration were: the proper use of miscellaneous hardware such as washers and back-up plates, initial torque level of mounting bolts, sign face thickness, and alternate hardware and/or posts. This experimental study consists of 2 parts: the determination of the dynamic loading effect that the wind exerts on different sign face styles attached to various posts; and the evaluation of the fatigue strength of the various signs and their mounting conditions as they are subjected to mechanical loading. Details are described of wind excitation measurements, and the fatigue tests. A significant portion of the results obtained to date are summarized in a graphical figure.

  • Supplemental Notes:
    • Proceedings of the twenty-ninth annual Ohio Transportation Engineering Conference, conducted by the Department of Civil Engineering, in cooperation with the Ohio Department of Transportation.
  • Corporate Authors:

    Ohio State University, Columbus

    Department of Civil Engineering
    Hitchcock Hall 470
    Columbus, OH  United States  43210
  • Authors:
    • Tarantine, F J
  • Publication Date: 1975-4

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00127887
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Apr 21 1976 12:00AM