期刊
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
卷 197, 期 -, 页码 -出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.jcsr.2022.107490
关键词
Special -shaped rigid flange; Connecting angle; Axial tensile test; Force -transfer mechanism; Combined force
资金
- National Natural Science Foundation of China [51678293]
This study investigates the mechanical characteristics and design method of three special-shaped rigid flanges with different connecting angles. The results show that slip and open deformations occur between the flange plates under axial tensile load, and the connecting bolts bear nonuniform tensile and shear forces. The design method considering the combined tensile and shear forces for connecting bolts and weld lines is provided.
Unlike the conventional flange with 90 degrees -connecting angle, the new type of special-shaped rigid flange adopting non-90 degrees -connecting angle can effectively reduce the joint region dimensions of steel tube connection in some conditions. Three special-shaped rigid flanges that adopt 45 degrees, 60 degrees and 75 degrees -connecting angles were designed and tested under axial tensile load to investigate the mechanical characteristics and design method. The slip and open deformations occurred between two flange plates under axial tensile load, and the connecting bolts bore nonuniform tensile and shear forces along the bolt elliptical circle, which increase from the short axis to the long axis of elliptical flange plate. In addition, the nonlinear finite element model, whose accuracy was validated by the test results, were built to further inspect the bearing capacity and force-transfer mechanism. The results reveal that the bolt tensile forces are larger than the design values, and the corresponding modified factor was proposed. The stress developments of different fan-shaped sectors were analyzed, and the sectors located on the short axis are suggested to be selected for strength design of flange plate. The stiffener of these sectors has larger load allocation factor, and should be chosen for the strength design of stiffener weld lines. Lastly, the design method of special-shaped rigid flange under axial tensile load was provided, in which the combined tensile and shear forces should be considered for the connecting bolts and weld lines.
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