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ZHANG Lijuan, LI Suchao, HE Xiwei, LIU Zhengwei, WANG Zhiyuan. STUDY ON EFFECTS OF STIFFENING RINGS ON BEARING CAPACITY AND FAILURE MODES OF LARGE-DIAMETER STEEL TUBE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 104-109. doi: 10.13204/j.gyjzG20032501
Citation: ZHANG Lijuan, LI Suchao, HE Xiwei, LIU Zhengwei, WANG Zhiyuan. STUDY ON EFFECTS OF STIFFENING RINGS ON BEARING CAPACITY AND FAILURE MODES OF LARGE-DIAMETER STEEL TUBE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 104-109. doi: 10.13204/j.gyjzG20032501

STUDY ON EFFECTS OF STIFFENING RINGS ON BEARING CAPACITY AND FAILURE MODES OF LARGE-DIAMETER STEEL TUBE JOINTS

doi: 10.13204/j.gyjzG20032501
  • Received Date: 2020-10-20
    Available Online: 2021-07-17
  • Based on a scaled model test, the bearing capacity of the joint at the intersection of the tower and cross arm with or without stiffening rings was studied. Combined with finite element analysis (FEA), the contributions of stiffening rings was to joint bearing capacity were analyzed, at the same time, the corresponding mechanisms, effects and failure modes also were analyzed. The results showed that the stiffening rings could increase the compression yield bearing capacity (side pipe) of joints more than 30%, and it could also improve the stress distribution in the tubular walls of main tubes and joint plates. In addition, the FEA results agreed well with the test results, not only on the bearing capacity but also the failure mode, which was helpful for the design and optimization of steel tube transmission towers.
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