Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
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BIAN Yingge, GUO Yaojie, XIONG Chuan, CAO Ke, SUN Yun. STUDY OF BUCKLING MODES OF LARGE-GAUGE SINGLE-ANGLE COLUMNS CONSIDERING EFFECT OF SUPPORT CONSTRAINTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 91-97. doi: 10.13204/j.gyjzG20071608
Citation: BIAN Yingge, GUO Yaojie, XIONG Chuan, CAO Ke, SUN Yun. STUDY OF BUCKLING MODES OF LARGE-GAUGE SINGLE-ANGLE COLUMNS CONSIDERING EFFECT OF SUPPORT CONSTRAINTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 91-97. doi: 10.13204/j.gyjzG20071608

STUDY OF BUCKLING MODES OF LARGE-GAUGE SINGLE-ANGLE COLUMNS CONSIDERING EFFECT OF SUPPORT CONSTRAINTS

doi: 10.13204/j.gyjzG20071608
  • Received Date: 2020-07-16
    Available Online: 2021-07-17
  • To study the buckling mode of large-gauge single-angle columns,axial compression tests of 90 columns were conducted. Considering the effect of flexural stiffness and torsional stiffness of supports,the column's flexural slenderness ratios of the non-symmetry axis and torsional slenderness of the symmetry axis were corrected. The study showed that the buckling modes of large single-angle columns were in flexural buckling predominantly. And it's unnecessary for columns below 40 in slenderness ratio to calculate the flexural-torsional buckling capacity. It's safe for engineering projects to only consider the flexural buckling capacity of the columns' minor axis.
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