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Volume 40 Issue 4
Dec.  2014
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Qi Yue, Zheng Wenzhong. BEARING CAPACITY ANALYSIS OF THE CONCRETE COLUMNS WITH HIGH STRENGTH CORE UNDER AXIAL COMPRESSION LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 75-78. doi: 10.13204/j.gyjz201004017
Citation: Qi Yue, Zheng Wenzhong. BEARING CAPACITY ANALYSIS OF THE CONCRETE COLUMNS WITH HIGH STRENGTH CORE UNDER AXIAL COMPRESSION LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 75-78. doi: 10.13204/j.gyjz201004017

BEARING CAPACITY ANALYSIS OF THE CONCRETE COLUMNS WITH HIGH STRENGTH CORE UNDER AXIAL COMPRESSION LOAD

doi: 10.13204/j.gyjz201004017
  • Received Date: 2009-05-30
  • Publish Date: 2010-04-20
  • Based on experimental research on plain concrete columns with high strength core,the formula to predict the bearing capacity of concrete columns with high strength core under axial compression load was brought forward in previous paper,in order to verify the formula whether right,axial compression tests including 3 concrete columns with high strength core and 1 general reinforced concrete column were completed in this paper, and the failure characteristic was analyzed additionally. According to experimental results,it can be shown that the failure modes of the concrete columns with high strength core are similar to those of general reinforced concrete columns,however,the bearing capacity of concrete columns with high strength core is significant high as compared with that of general reinforced concrete columns; the results of the bearing capacity obtained by the literature [3] was in good agreement with the experimental results.
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  • 过镇海,时旭东. 钢筋混凝土的高温性能及其计算[M]. 北京:清华大学出版社,2002.
    [2] GB 50010-2002 混凝土结构设计规范[S].
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    [4] 王玉银,张素梅. 圆钢管高强混凝土轴压短柱性能的试验研究[J]. 哈尔滨工业大学学报,2004,36(12) :1646-1648.
    [5] Rochette P,Labossire P. Axial Testing of Rectangular Column Models Confined with Composite. Journal of Composite for Construction,ASCE,2000,4(3):129-136.
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