Study of semi-rigid angle connections of H-beams with corrugated webs
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    Abstract:

    In order to study the mechanical performance of semi-rigid angle connections of H-beams with corrugated webs, semi-rigid angle connections were simulated under the static loading with the finite element software ANSYS. With different angle thickness and different height of the H-beams with corrugated web, we can obtain the moment-rotation curve and stress cloud pictures, then analyze the influence of the angle thickness and the height of the H-beams with corrugated web to the behaviors of the connections. Results show that increasing the thickness of the angle, the initial rotational stiffness and bending capacity of connections have a growing trend, but the growth rate decreases, When the thickness of the angle increases to a certain extent, the influence is little; Increasing the thickness of the angle, the ductility of the connection will reduce; Increase of beam section height can effectively improve the connection initial rotational stiffness and bending capacity.

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YANG Wan-bin, ZHANG Yan, REN Yu-zhuo. Study of semi-rigid angle connections of H-beams with corrugated webs[J].,2015,32(2):28-30,35

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History
  • Received:November 30,2014
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  • Online: July 01,2015
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