Volume 19 Issue 6
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Abstract
LUO Su-rong, ZHENG Jian-lan, ZHENG Zuo-qiao. CALCULATION METHODS FOR SHEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE COLUMN[J]. Engineering Mechanics, 2002, 19(6): 78-81.
Citation: LUO Su-rong, ZHENG Jian-lan, ZHENG Zuo-qiao. CALCULATION METHODS FOR SHEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE COLUMN[J]. Engineering Mechanics, 2002, 19(6): 78-81.
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CALCULATION METHODS FOR SHEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE COLUMN

  • College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002

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  • Received Date: June 09, 2001
  • Revised Date: March 05, 2002
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  • With the stress-strain relation of steel fiber concrete, the compatibility truss model has been used to set up calculation formulas for shearing capacity of steel fiber concrete column. For convenience in engineering application, practical calculation methods are put forward. The comparison of calculation to testing results indicates that the present formula offers accurate predictions.
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