Effective Horizontal Haunch Length of Beam-to-Box Column Connection

DOI 1 Citations

Bibliographic Information

Other Title
  • 水平ハンチ付はりと角形鋼管柱接合部の有効ハンチ長さ

Description

Horizontal haunched beams are being increasingly used for preventing brittle fractures of beam flanges in the vicinity of beam-to-boxed-column moment-resisting connections. However, few studies have been carried out on the effect of haunch length on the plastic deformability of haunched beams. In this study, six specimens with two haunch lengths and beam lengths were statically loaded. The test results are also analyzed for their maximum strengths to determine the type of fracture, i.e., rupture or buckling. Suitable haunch lengths are proposed on the basis of the test and analytical results to avoid brittle fractures and to increase beam deformation capacity.

Journal

Citations (1)*help

See more

Keywords

Details 詳細情報について

  • CRID
    1390282680292811008
  • NII Article ID
    130004301515
  • DOI
    10.11273/jssc1994.6.23_27
  • ISSN
    18840329
    18809928
  • Data Source
    • JaLC
    • CiNii Articles
    • Crossref
  • Abstract License Flag
    Disallowed

Report a problem

Back to top