蔡昊. 混凝土抗冻耐久性预测模型[D]. 北京:清华大学,1998. CAI Hao. Prediction Model of Concrete Freeze-thaw Durability [D]. Beijing: Tsinghua University,1998.
[2]
商怀帅,欧进萍,宋玉普. 混凝土结构冻融损伤理论及冻融可靠度分析[J]. 工程力学,2011,28(1): 70-74. SHANG Huai-shuai,OU Jin-ping,SONG Yu-pu. Analysis on Reliability and Freeze-thaw Damage Theory of Concrete [J]. Engineering Mechanics,2011,28(1): 70-74.
[3]
巩妮娜. 混凝土冻融破坏的有限元模拟研究[D]. 北京: 清华大学,2005. GONG Ni-na. Finite Element Analysis for Concrete Freeze-thaw Damage [D]. Beijing: Tsinghua University,2005.
[4]
郭利霞,罗国杰,钟凌,等. 水工混凝土结构施工期冻融破坏仿真模拟[J]. 农业工程学报,2012,28(18):82-87. GUO Li-xia,LUO Guo-jie,ZHONG Ling,et al. Simulation Study on Freeze-thaw Damage of Hydraulic Concrete in Construction Period[J]. Transactions of the Chinese Society of Agricultural Engineering,2012,28(18): 82-87.
[5]
覃丽坤,宋玉普,陈浩然,等. 双轴拉压混凝土在冻融循环后的力学性能及破坏准则[J]. 岩石力学与工程学报,2005,24(10): 1740-1745. QIN Li-kun,SONG Yu-pu,CHEN Hao-ran,et al. Mechanical Property and Failure Criterion of Concrete under Biaxial Tension and Compression after Freeze-thaw Cycles [J]. Chinese Journal of Rock Mechanics and Engineering,2005,24(10): 1740-1745.
[6]
郭成举.混凝土冻害的机制[J].混凝土与水泥制品,1982 (3):9-19. GUO Cheng-ju. The Mechanism of Concrete Freezing Injury [J]. China Concrete and Cement Products,1982 (3): 9-19.
[7]
POWERS T C,HELMUTH R A. Theory of Volume Changs in Hardened Portland-cement Paste During Freezing[C]//Proceedings of the Thirty-second Annual Meeting of the Highway Research Board. Washington, D.C.:Transportation Research Board,1953: 285-297.
[8]
POWERS T C,WILLIS T F. The Air Requirement of Frost Resistant Concrete[C]//Proceedings of the Twenty-ninth Annual Meeting of the Highway Research Board. Washington, D.C.:Transportation Research Board,1950: 184-211.
[9]
POWERS T C. A Working Hypothesis for Further Studies of Frost Resistance of Concrete[J]. Journal of the American Concrete Institute,1945,41(4): 245-272.
[10]
SETZER M J. Basis of Testing the Freeze-thaw Resistance:Surface and Internal Deterioration[C]//Frost Resistance of Concrete. London:[s.n.] 1997: 157-173.
[11]
SETZER M J. Micro-ice-lens Formation in Porous Solid [J]. Journal of Colloid and Interface Science,2001,243(1):193-201.
[12]
SCHERER G W. Crystallization in Pores [J]. Cement and Concrete Research,1999,29(8): 1347-1358.
[13]
VALENZA II J J,SCHERER G W. A Review of Salt Scaling: II.Mechanisms [J]. Cement and Concrete Research, 2007,37(7): 1022-1034.
[14]
刘西拉,唐光普. 现场环境下混凝土冻融耐久性预测方法研究[J]. 岩石力学与工程学报,2007,26(12):2412-2419. LIU Xi-la, TANG Guang-pu. Research on Prediction Method of Concrete Freeze-thaw Durability under Field Environments [J]. Chinese Journal of Rock Mechanics and Engineering,2007,26(12): 2412-2419.
[15]
张众,宋玉普,贾致荣. 冻融后普通混凝土双轴等效单轴应变本构模型试验研究[J]. 土木工程学报,2009,42(12): 105-111. ZHANG Zhong,SONG Yu-pu,JIA Zhi-rong. Experimental Study of Biaxial Equivalent Uniaxial Strain Constitutive Model for Ordinary Concrete after Freeze-thaw Cycling [J]. China Civil Engineering Journal,2009,42(12):105-111.
[16]
冀晓东,宋玉普,刘建. 混凝土冻融损伤本构模型研究[J]. 计算力学学报,2011,28(3): 461-467. JI Xiao-dong, SONG Yu-pu, LIU Jian. Study on Frost Damage Constitutive Model of Concrete [J]. Chinese Journal of Computational Mechanics,2011,28(3): 461-467.
[17]
商怀帅,杨鲁生. 基于损伤理论的混凝土双轴压本构模型[J]. 中南大学学报:自然科学版,2013,44(1): 340-344. SHANG Huai-shuai,YANG Lu-sheng. Constitutive Model of Damage of Concrete under Biaxial Compression [J]. Journal of Central South University:Science and Technology Edition,2013,44(1): 340-344.
[18]
曹大富,富立志,杨忠伟,等. 冻融循环作用下混凝土受压本构特征研究[J]. 建筑材料学报,2013,16(1): 17-23. CAO Da-fu,FU Li-zhi,YANG Zhong-wei,et al. Study on Constitutive Relations of Compressed Concrete Subjected to Action of Freezing-Thawing Cycles[J]. Journal of Building Materials,2013,16(1): 17-23.
[19]
廉惠珍,童良,陈恩义. 建筑材料物相研究基础[M]. 北京:清华大学出版社,1996. LIAN Hui-zhen,TONG Liang, CHEN En-yi. Research Basis of the Phase of Building Materials [M]. Beijing: Publishing House of Tsinghua University,1996.
[20]
MEHTA P K, BURROWS R W. Building Durable Structures in the 21st Century [J]. Concrete International,2001,23(3): 57-63.
[21]
SHAH S P,WANG K,WEISS W J. Mixture Proportioning for Durable Concrete: Challenges and Changes [J]. Concrete International,2000,22(9): 73-78.
[22]
于雪梅,唐立强,王堃. 内压作用下球形孔洞膨胀损伤力学分析[J]. 哈尔滨工程大学学报, 2010, 31(8): 1034-1038. YU Xue-mei,TANG Li-qiang,WANG Kun. Simulating the Mechanics of Damage to Geological Materials with Spherical Cavity Explosions under Internal Pressure [J]. Journal of Harbin Engineering University,2010,31(8): 1034-1038.
[23]
于雪梅. 岩土材料中球形孔洞膨胀问题的力学分析[D]. 哈尔滨: 哈尔滨工程大学,2010. YU Xue-mei. Mechanical Analysis on Spherical Cavity Expansion Problem in Geomaterials[D]. Harbin: Harbin Engineering University,2010.
[24]
吴国辉,王勇,邹广平,等. 理想弹塑性压力敏感性材料中球形孔洞的动态扩展研究[J]. 应用力学学报,2012,29(5): 508-511. WU Guo-hui,WANG Yong,ZOU Guang-ping,et al. Dynamic Expansion of the Spherical Cavity in the Elastic Perfectly-Plastic Pressure Sensitive Material [J]. Chinese Journal of Applied Mechanics,2012,29(5): 508-511.
[25]
吴中伟,廉惠珍. 高性能混凝土[M]. 北京: 中国铁道出版社,1999. WU Zhong-wei,LIAN Hui-zhen. High Performance Concrete [M]. Beijing: China Railway Publishing House,1999.
[26]
张士萍,邓敏,唐明述. 混凝土冻融循环破坏研究进展[J]. 材料科学与工程学报,2008,26(6): 990-994. ZHANG Shi-ping,DENG Min,TANG Ming-shu. Advance in Research on Damagement of Concrete Due to Freeze-thaw Cycles[J]. Journal of Materials Science and Engineering,2008,26(6): 990-994.
[27]
李天瑗.试论混凝土冻害机理—静水压与渗透压的作用[J].混凝土与水泥制品, 1989, (5): 8-11. LI Tian-yuan. Try to Discuss the Mechanism of Concrete Freezing Injury: The Role of Hydrostatic Pressure and Osmotic Pressure [J]. China Concrete and Cement Products,1989,(5): 8-11.
ZHOU Z Y,MIHASHI H. Micromechanics Model to Describe Strain Behavior of Concrete in Freezing Process [J]. Journal of Materials in Civil Engineering,2008,20(1):46-53.
