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Liu Yun, Wang Wei, Wang Yan. STUDY ON THE BRITTLE FRACTURE CHARACTERISTICS OF RIGID JOINTS IN STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 145-149. doi: 10.13204/j.gyjz201209031
Citation: Liu Yun, Wang Wei, Wang Yan. STUDY ON THE BRITTLE FRACTURE CHARACTERISTICS OF RIGID JOINTS IN STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 145-149. doi: 10.13204/j.gyjz201209031

STUDY ON THE BRITTLE FRACTURE CHARACTERISTICS OF RIGID JOINTS IN STEEL FRAME

doi: 10.13204/j.gyjz201209031
  • Received Date: 2012-03-20
  • Publish Date: 2012-09-20
  • Taking the widening flange section, side-plate reinforced section, flange-plate reinforced section, coverplate reinforced section, reduced beamed section, and ordinary section as research objects, it was made a comparative analysis of the possibility of brittle fracture for six typical rigid joints in steel structure.Establishing the model by non-linear finite element method, with both the plastic equivalent strain index(PI) and rupture index(RI) serving as determinate indicators, it was compared the stress distribution for all kinds of joints and analyzed the rupture parameters between three appointed paths and four critical points.In addition, it was also conducted a comprehensive analysis of the difference in brittle facture characteristics among the six typical rigid joints, and told the key sites where the fractures were easy to occur, based on which, it was to concluded that the capability of avoiding brittle fracture of the flange-plate reinforced joints was superior to the others.
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    [5] 王鹏.钢框架梁翼缘板加强型和盖板加强型节点的试验研究[D].青岛: 青岛理工大学,2009.
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    [9] 舒兴平,黎永.局部构造对钢框架梁-柱刚性节点性能的影响[J].建筑结构,2002,32(9): 11-14.
    [10] 孙玉萍,王云,王万祯,等.钢框架梁柱弱轴连接节点地震下的断裂行为[J].甘肃科学学报,2008,20(2): 53-56.
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