Bending Performance of Tube Gusset Joint in Steel Tubular Tower for Extra High Voltage Transmission Line
LI Zheng Liang,HAN Feng,BAI Qiang and LI Mao Hua
DOI:10.11835/j.issn.1674-4764.2009.02.004
Received ,Revised , Accepted , Available online July 01, 2015
Volume ,2009,Pages 8-22
- Abstract
This paper explored bending performance of tube gusset joint primarily according to experiment and finite element model. The method which is used to determine ultimate strength of the joint was proposed on the base of three joint types including /4 circle ribbed, half circle ribbed and circle ribbed stiffeners. Compared with the Japanese electricity transmitting steel tubular tower manufacture norm, a conclusion has been drawn that the ultimate strength has relationship with several different parameters. The result shows that the ultimate strength of the joint is related not only to the wall thickness t, diameter D, length of gusset plate B and the yield deflection δ at the top of the relevant section under the current status of the region, but also to the ribbed plate. The formula about ultimate strength has important application value for engineering design.