STRENGTH OF FILLET WELDS IN ALUMINUM LIGHTING POLES

Tests were performed to ascertain the inherent strength of aluminum fillet welds such as those used to make lighting support poles for highways. It was found that two sources of excess strength beyond that recognized by current design specifications were often available. One was that the strength of a fillet weld when loaded so that the resultant forces are perpendicular to its length is 35-45 percent greater than when it is loaded parallel to its length. The other, applicable only to members that are hollow and round or near-round (as are virtually all the aluminum highway lighting support poles), was that the shape factor for such cross sections was 1.31 rather than 1.12, the shape factor often used for most metal structural shapes. Examples of a near-round member include many-sided polygons and ellipses in which the major and minor axes are nearly the same length. Because the shape factor represents excess strength beyond first yield, this finding represents a ((1.31/1.12)-1) 100 percent = 17 percent increase in load-carrying capacity. A method is suggested for amending the applicable specifications to reflect these greater strengths. (Autors)

Media Info

  • Media Type: Print
  • Features: Figures; References; Tables;
  • Pagination: pp 35-41
  • Monograph Title: HIGHWAY SAFETY APPURTENANCES
  • Serial:

Subject/Index Terms

Filing Info

  • Accession Number: 00341616
  • Record Type: Publication
  • ISBN: 0309032105
  • Files: TRIS, TRB
  • Created Date: Nov 23 1981 12:00AM