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Volume 38 Issue 5
Dec.  2014
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Article Contents
Zhang Jingjing, Yang Dingjiu. CALCULATION AND ANALYSIS OF NON-UNIFORMLY DISTRIBUTED STRAIN COEFFICIENT OF REINFORCEMENT OF THE BENDING MEMBER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 54-56. doi: 10.13204/j.gyjz200805012
Citation: Zhang Jingjing, Yang Dingjiu. CALCULATION AND ANALYSIS OF NON-UNIFORMLY DISTRIBUTED STRAIN COEFFICIENT OF REINFORCEMENT OF THE BENDING MEMBER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 54-56. doi: 10.13204/j.gyjz200805012

CALCULATION AND ANALYSIS OF NON-UNIFORMLY DISTRIBUTED STRAIN COEFFICIENT OF REINFORCEMENT OF THE BENDING MEMBER

doi: 10.13204/j.gyjz200805012
  • Received Date: 2007-05-17
  • Publish Date: 2008-05-20
  • Through the analysis and study of non-uniformly distributed strain coefficients of reinforced concrete bending members under serviceability limit state, we build a reduced computation model is set and up a reduced computation formula of steel strain non-uniform coefficients is also deduced. The results are confirmed with the results of the empirical formula in the present standard code. This method offers a new theoretic calculation method for the empirical formula in the present standard code.
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  • [2] GB 50010-2002 混凝土结构设计规范
    蓝宗建. 裂缝控制验算PP中国建筑科学研究院. 混凝土结构设计.北京: 中国建筑工业出版社, 2003: 190-191
    [3] 叶列平. 混凝土结构. 北京: 清华大学出版社, 2005: 217-221
    [4] 陈礼和. 水工钢筋混凝土结构. 南京: 河海大学出版社, 2003:194-196
    [5] 丁大钧. 混凝土构件受拉钢筋应变分析及相应的不均匀系数. 特种结构, 1990, 7(2) : 42
    [6] 李树瑶, 赵顺波. 水工混凝土构件裂缝宽度计算公式补充论证. 华北水利水电学院学报, 1996, 17(2) : 1-3
    [7] 李树瑶, 赵顺波, 王清湘. 水工钢筋混凝土和部分预应力混凝土构件裂缝宽度的计算方法. 水利学报, 1994(6) : 81
    [8] 东南大学, 天津大学, 同济大学. 混凝土结构. 北京: 中国建筑工业出版社, 2001: 213-214
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