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WANG Huai-liang, WANG Jian. FINITE ELEMENT METHOD FOR ANALYSIS OF SFRC INDUSTRIAL GROUND FLOORS[J]. Engineering Mechanics, 2011, 28(5): 129-134.
Citation: WANG Huai-liang, WANG Jian. FINITE ELEMENT METHOD FOR ANALYSIS OF SFRC INDUSTRIAL GROUND FLOORS[J]. Engineering Mechanics, 2011, 28(5): 129-134.
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FINITE ELEMENT METHOD FOR ANALYSIS OF SFRC INDUSTRIAL GROUND FLOORS

  • (1. Civil and Architecture Engineering College, Dalian University, Dalian, Liaoning 116622, China; 2. Wuzhou Engineering Design and Research Institute, Beijing 100053, China)

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  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
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  • The finite-element method is used to analyze the full range stress and deformation behavior of the steel fiber reinforced concrete (SFRC) industrial ground floors. Using revised Willam-Warnke’s five-parameter failure criterion for SFRC under multiaxial stress state, considering the nonlinear behavior of SFRC and the temperature stress due to temperature difference in slabs, etc, the deflection-load curve of slab, ultimate load capacity, and crack propagation are obtained. The analytical results are found to agree well with test observations, validating the reliability of the FEA model.
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