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Li Xiaowen, Bian Ruiping, Yuan Longfei, Yin Lei. CALCULATION METHOD OF THE TEMPERATURE STRESS OF REINFORCED CONCRETE CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 82-85. doi: 10.13204/j.gyjz201304017
Citation: Li Xiaowen, Bian Ruiping, Yuan Longfei, Yin Lei. CALCULATION METHOD OF THE TEMPERATURE STRESS OF REINFORCED CONCRETE CHIMNEY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 82-85. doi: 10.13204/j.gyjz201304017

CALCULATION METHOD OF THE TEMPERATURE STRESS OF REINFORCED CONCRETE CHIMNEY

doi: 10.13204/j.gyjz201304017
  • Received Date: 2012-04-26
  • Publish Date: 2013-04-20
  • For the stress calculation of a reinforced concrete chimney under serviceability limit state, thermal stress must be considered.Based on the Code for Design of Chimneys(GB 500512002)[1] chereafter referred to as standard), it was found by the numerical analysis and theoretic study on vertical reinforcement tensile stress on windward side during service that under co-action of temperature and load(weight and wind load), there was a discontinuity in the tensile stress calculation formula in the code, therefore, the causes for the discontinuity were analyzed, and a modified calculation method of temperature stress was also proposed.
  • [2] 刘志鸿.特种结构[M].北京:冶金工业出版社,1984:128.
    GB 500512002烟囱设计规范[S].
    [3] 方雪兰.钢筋混凝土烟囱温度应力简捷计算法[J].西安冶金建筑学院学报,1984,38(2):29-48.
    [4] 王秀逸,张平生.特种结构[M].北京:地震出版社,1997:198.
    [5] 朱彦鹏.特种结构[M].武汉:武汉工业大学出版社,2004:156.
    [6] 李传才.特种结构[M].北京:中国电力出版社,1998:178.
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