文章摘要
曲晓东,丁铸,宋玉普.复杂应力下大骨料混凝土与二级配混凝土强度对比试验研究[J].,2009,(6):902-906
复杂应力下大骨料混凝土与二级配混凝土强度对比试验研究
Experimental study of strength comparison between big aggregate concrete and two-graded aggregate concrete under complex stress states
  
DOI:10.7511/dllgxb200906022
中文关键词: 大骨料混凝土  三级配  湿筛二级配  强度  破坏准则
英文关键词: big aggregate concrete  three-graded  wet-screened two-graded  strength  failure criterion
基金项目:国家自然科学基金资助项目50679007.
作者单位
曲晓东,丁铸,宋玉普  
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中文摘要:
      通过试验研究大骨料三级配混凝土与其湿筛二级配混凝土在单轴、双轴及三轴应力条件下的强度差别.研究发现,单轴受压和受拉条件下三级配混凝土比其湿筛二级配混凝土的强度都有所下降,分别为27%和26%.在双轴受压条件下,三级配混凝土强度增加率高于其湿筛二级配混凝土,在应力比为0.5时,相差最大,强度提高率相差21.2%.在双轴拉压和三轴拉压压条件下,三级配混凝土强度降低率也高于其湿筛二级配混凝土.给出了它们在各种条件下具体的强度对比值和复杂应力下混凝土的破坏准则.
英文摘要:
      The strength distinctions between three-graded big aggregate concrete and its wet-screened two-graded aggregate concrete under uniaxial, biaxial and triaxial stress states were researched. Experimental results show that the strengths of three-graded concrete are lower than the strengths of the corresponding wet-screened two-graded concrete under uniaxial compression and tension stress state by 27% and 26% respectively; strength increment rates of three-graded concrete are higher than those of wet-screened two-graded concrete under biaxial compression, and at the stress ratio of 0.5, it reaches the highest of 21.2%; strength decrement rates of three-graded concrete are also higher than those of wet-screened two-graded concrete under biaxial tension-compression and triaxial tension-compression-compression stress state. Strength comparisons and failure criteria under various axial stress states are also developed.
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