[1]
Alan Richardson, Kathryn Coventry, Jennifer Bacon. Freeze/thaw durability of concrete with recycled demolition aggregate compared to virgin aggregate concrete [J]. Journal of Cleaner Production, 2011, 19: 272-277.
DOI: 10.1016/j.jclepro.2010.09.014
Google Scholar
[2]
Shashank Bishnoi, Taketo Uomoto. Strain-temperature hysteresis in concrete under cyclic freeze-thaw conditions[J]. Cement & Concrete Composites, 2008, 30: 374-380.
DOI: 10.1016/j.cemconcomp.2008.01.005
Google Scholar
[3]
Yanchun Yun, Yu-Fei Wu. Durability of lightweight concretes with lightweight fly ash aggregates[J]. Cold Regions Science and Technology, 2011, 65: 401-412.
Google Scholar
[4]
Chetan Hazaree, Halil Ceylan, Kejin Wang. Influences of mixture composition on properties and freeze-thaw resistance of RCC[J]. Construction and Building Materials, 2011, 25: 313-319.
DOI: 10.1016/j.conbuildmat.2010.06.023
Google Scholar
[5]
Kevern. JT, Wang. K, Schaefer. VR. Effect of coarse aggregate on the freeze-thaw durability of pervious concrete[J]. Journal of Materials In Civil Engineering, 2010, 22: 469-475.
DOI: 10.1061/(asce)mt.1943-5533.0000049
Google Scholar
[6]
JI Xiaodong, SONG Yupu. Mechanism of bond degradation between concrete and plain steel bar after freezing and thawing [J]. Journal of Building Structures, 2011, 32 (1): 70-74.
Google Scholar
[7]
Rami H. Haddad, Karim S. Numayr. Effect of alkali-silica reaction and freezing and thawing action on concrete-steel bond [J]. Construction and Building Materials, 2007, 21: 428-435.
DOI: 10.1016/j.conbuildmat.2005.07.012
Google Scholar
[8]
Pierluigi Colombi, Giulia Fava, Carlo Poggi. Bond strength of CFRP-concrete elements under freeze-thaw cycles[J]. Composite Structures, 2010, 92: 973-983.
DOI: 10.1016/j.compstruct.2009.09.044
Google Scholar
[9]
Shehab M. Soliman, Ehab El-Salakawy, Brahim Benmokrane. Bond Performance of Near-Surface-Mounted FRP Bars [J]. Composite Structures, 2011, 15: 103-111.
DOI: 10.1061/(asce)cc.1943-5614.0000150
Google Scholar
[10]
Yanchun Yun, Yu-Fei Wu. Durability of CFRP-concrete joints under freeze-thaw cycling[J]. Cold Regions Science and Technology, 2011, 65: 401-412.
DOI: 10.1016/j.coldregions.2010.11.008
Google Scholar
[11]
Zhu Jiang. Characteristic investigation of the prestressed conerete beams under cyclie freezing and thawing [D]. Yangzhou: Master Thesis of YangZhou University, (2006).
Google Scholar
[12]
Wang HongWei. Caculation model of reinforced concrete bending members under freeze-thaw enviroment [D]. Harbin: Master thesis of Harbin Institute of Technology, (2007).
Google Scholar
[13]
Ren Huitao, Hu Anni, Zhao Guofan. The Influence of Freeze-thaw Action on Behavior of Concrete Beams Strengthened by Glass Fiber Reinforced Plastics [J]. China Civil Engineering Journal, 2004, 37(4): 105-110.
Google Scholar
[14]
MIAO Jijun,ZENG Zaipin,LIU Yanchun,LIU Caiwei,WANG Junfu. Research on behaviors of concrete members strengthened by basalt fiber reinforced plastic sheets under freeze-thaw environment [J]. Journal of Building Structures, 2009(s2): 266-269.
Google Scholar
[15]
Zhang Juanxiu, Ye Jianshu, Yao Weifa. Fatigue behavior of RC beams strengthened with CFRP sheets after freeze-thaw cycling action [J]. Journal of Southeast University (Natural Science Edition), 2010, 40(5): 1034-1038.
Google Scholar
[16]
CHEN Jian-wei, HU Hai-tao, WANG Xi-bin, CHEN Wei, SUN Yan-ying. Experiment with the Freeze-Thaw of the Concrete Beams Reinforced by BFRP [J]. Journal of QingDao Technological University, 2008, 29(3): 27~30.
Google Scholar
[17]
DIAO Bo, SUN Yang, MA Bin. Experiment of persistent loading reinforced concrete beams under alternative actions of amixed aggressive solution and freeze-thaw cycles [J]. Journal of Building Structures, 2009(s2): 281-286.
Google Scholar
[18]
China Academy of Building Research. Code for design of concrete structures GB50010-2010 [S]. Beijing: China Building Industry Press, (2010).
Google Scholar