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

Liu Zhiyong; Ma Liguo

doi:10.13204/j.gyjz200501003

Volume 35 Issue 1

Dec. 2014

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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

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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

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

doi: 10.13204/j.gyjz200501003

Liu Zhiyong¹,
Ma Liguo²

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

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.
- high strength concrete,
- freeze resistance,
- freeze-thaw cumulation damage,
- service life prediction model

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References(15)

References

[2] 徐定华,徐敏.混凝土材料学概论.北京:中国标准出版社,2002

黄士元,蒋家奋,杨南如,等.近代混凝土技术.西安:陕西科技出版社,1998

[3] Fagerlund G.The Critical Degree of Saturation Method of Assessing th e Freeze/Thaw Durability of Concrete.Materials and Structure,1977(10)

[4] 金建华,聊欣.混凝土抗冻性评定新方法.混凝土与水泥制品,1986(6)

[5] Chatterji S.On the Applicability of Ficks Second Law to Chloride I o n Migration Through Portland Cement Concrete.Cement and Concrete Research,1995,2 5(2):299～303

[6] 潘钢华,孙伟.高强混凝土抗冻性的理论和实验研究.硅酸盐学报,1999(6)

[7] 黄孝蘅.高性能混凝土的抗冻性.中国港湾建设,2002(5)

[8] 田倩.高强混凝土与钢纤维高强混凝土耐久性及机理的研究:[硕士学位论文].南京:东南大学,1997

[9] 马立国.高耐久混凝土的配制及性能研究:[硕士学位论文].大连:大连理工大学,2003

[10] 李金玉,等.混凝土抗冻性的定量化设计.混凝土,2000(9)

[11] 刘崇熙,汪在芹.坝工混凝土耐久寿命的衰变规律.长江科学院院报,2000(2)

[12] 关宇刚.单一和多重破坏因素下高强混凝土的寿命评估:[博士学位论文].南京:东南大学,2002

[13] 曹建国,李金玉,等.高强混凝土抗冻性的研究.建筑材料学报,1999(4)

[14] 赵霄龙,等.混凝土冻融耐久性劣化的评价指标对比.华中科技大学学报,2003(2)

[15] 彭涛,李金玉,曹建国.十三陵蓄能电站上水库面板质量检测和抗冻性评估.水力发电 ,2003(1)

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