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Volume 35 Issue 1
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2005  >  35(1): 11-14
Liu Zhiyong, Ma Liguo. DURABILITY AND SERVICE LIFE PREDICTION MODEL FOR FREEZING AND THAWING CYCLE OF HIGH STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 11-14. doi: 10.13204/j.gyjz200501003
Citation: Liu Zhiyong, Ma Liguo. DURABILITY AND SERVICE LIFE PREDICTION MODEL FOR FREEZING AND THAWING CYCLE OF HIGH STRENGTH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 11-14. doi: 10.13204/j.gyjz200501003
shu

DURABILITY AND SERVICE LIFE PREDICTION MODEL FOR FREEZING AND THAWING CYCLE OF HIGH STRENGTH CONCRETE

doi: 10.13204/j.gyjz200501003
  • 1.

    1. Department of Materials Science and Engineering,Southeast University Nanjin 210096;

  • 2.

    2. Department of Civil Engineering,Yantai University Yantai 264005

  • Received Date: 2004-07-20
  • Publish Date: 2005-01-20
    Abstract
  • Research work into freeze resista nce theory and service life prediction model for freezing and thawing cycle of h igh strength concrete are summarized and the corresponding research aimed to est ablish a new mathematics model of freeze-thaw durability for service life predi ct ion based on experimental results has been done.Two new mathematics models based on freeze-thaw cumulation damage theory are put forward and it is revealed tha t the new mathematical model especially the power function one is superior to th e traditional attenuation model of relative dynamic elasticity module of concret e in precision according to the freeze-thaw cycle test data.The quantitative an alysis on the influence of nano SiO-2(3%)and super retarder(0.3%)to service li fe of freeze-thaw cycle of high strength concrete is provided by using this mod el.
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