Behavior of a Semiintegral Bridge Abutment under Static and Temperature-Induced Cyclic Loading

Arsoy S., Duncan J. M., Barker R. M.

JOURNAL OF BRIDGE ENGINEERING, vol.9, no.2, pp.193-199, 2004 (SCI-Expanded) identifier identifier

  • Publication Type: Article / Article
  • Volume: 9 Issue: 2
  • Publication Date: 2004
  • Doi Number: 10.1061/(asce)1084-0702(2004)9:2(193)
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Page Numbers: pp.193-199
  • Keywords: Integrals, Bridge abutments, Displacement, Cyclic loads, Temperature effects
  • Kocaeli University Affiliated: Yes


This paper presents the results of an experimental study of semiintegral bridge abutments. Primary interests were to investigate (1) potential problems with the particular detail tested; (2) rotational characteristics of the semiintegral abutments; and (3) ability of the specimens to withstand cyclic loading induced by temperature variations during the expected life of the bridge. Sixteen experiments were conducted on three large-scale specimens. The results of the tests have shown that semiintegral abutments can significantly reduce the moments transferred from the superstructure to the foundation piles. Test results have also shown that semiintegral abutments can tolerate the number of displacement cycles that a bridge will experience during the course of its economic life.