Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Materials Science and Engineering》 2013-04
Add to Favorite Get Latest Update

Initial Establishment of Freeze-thaw Damage Evolution Equation of Concrete

DU Peng,YAO Yan,WANG Ling,WANG Zhen-di,CAO Yin(State Key Laboratory of Green Building Materials,China Building Materials Academy,Beijing 100024,China)  
Cyclic freeze-thaw has been recognized as one of the most primary factors leading to internal damage of concrete,and residual strain has traditionally been used to characterize the degree of internal damage in concrete by more and more researchers.In this paper,variation of residual strain was analyzed graphically,and residual strain evolution equation was established.Then the evolution equation and its parameters were discussed and the accuracies of them were verified.It is found that the residual strain of concrete increases with the progress of freeze-thaw damage,and the evolution equation works well to describe the residual strain variation in concrete.The evolution equation can be represented by either a single-segment variation mode or a double-segment variation mode,and the double-segment variation mode is considered to be more suitable to the mechanism of freeze-thaw damage than single-segment variation mode.Furthermore,the validation of residual strain evolution equation can be shown by a high degree agreement of the computed data with the measured ones of the residual strain for each phase of the freeze-thaw cycles.It is of great significance to the service life prediction of concrete subjecting to freeze-thaw cycles.
【Fund】: 国家“973”计划资助项目(2009CB623106)和(2012CB724602)
【CateGory Index】: TU528.01
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 3 Hits
1 XIAO Qian-hui1,NIU Di-tao1,ZHAO Yang2,ZHU Wen-ping1 (1. Xi'an University of Architecture and Technology,Xi'an 710055,China;2. Xinjiang University,Urumqi 830008,China);Mechanical properties of air-entrained concrete in freezing-thawing circumstance[J];Concrete;2009-06
2 CAO Jian guo, LI Jin yu, LIN Li, TIAN Jun tao, GUAN Yu shi, DENG Zheng gang, LI Fang, WANG Ai qin (Department of Structure and Materials, China Institute of Water Resources and Hydropower Research, Beijing 100038, China);Study on Frost resistance of High strength Concrete[J];JOURNAL OF BUILDING MATERIALS;1999-04
3 YU Hong-fa1,SUN Wei2,MA Hai-yan1,ZHANG Yun-sheng2,MIAO Chang-wen3, JIN Zu-quan4,LIU Jian-zhong3(1.Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016, Jiangsu,China;2.School of Materials Science and Engineering,Southeast University,Nanjing 210096,Jiangsu, China;3.Jiangsu Research Institute of Building Science Co.,Ltd.,Nanjing 210008,Jiangsu,China; 4.School of Civil Engineering,Qingdao Technological University,Qingdao 266033,Shandong,China);Predicting Method of Concrete Service Life Based on Damage Development Equation[J];Journal of Architecture and Civil Engineering;2012-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Jin-xi1,CHEN Wei-lin1,JIN Shan-shan1,CHEN Chun-zhen1,YANG Rong-jun2(1.Key Laboratory of Transportation Engineering,Beijing University of Technology;Beijing 100124,China; 2.Research Center of Beijing Municipal Road & Bridge Building Material Group Co.,Ltd,Beijing 100022,China);Investigation on Durability of Coal Gangue Aggregate Concrete[J];Journal of Beijing University of Technology;2011-01
2 PENG Gai-Fei, GAO Ri, LIU Ye-Feng, XIAO Yu (School of Civil Engineering & Architecture, Beijing Jiaotong University, Beijing 100044, China);An experimental investigation of concrete characterized by high frost resistance of F300 and strength grade of C50 or C60[J];;2004-02
3 YANG Wen-wu,GUO Li-jie,WANG Lu(College of Civil Engineering and Architecture,Dalian Nationalities University,Dalian Liaoning 116605,China);Study on the Resistance of Marine Silica-fume Concrete in Both Frost-thaw Cycles and Chloride Penetration and its Pore Structure[J];Journal of Dalian Nationalities University;2012-03
4 Guan Yugang 1 Sun Wei 1 Miao Changwen 2 ( 1Department of Materials and Engineering, Southeast University, Nanjing 210096, China) ( 2Institute of Architectural Science of Jiangsu, Nanjing 210008, China);Analysis of the Characteristic Degradation Points for High Strength Concrete Subjected to Freeze-Thaw Cycles[J];Journal of Southeast Univwrsity(Natural Science Edition);2001-06
5 WANG Zhen-shuang1,SONG Zhi-chen2(1.School of Hydraulic and Engineering,Dalian University of Technology,Liaoning Dalian 116024,China;2.Heilongjiang Province Cold Region Construture Science Research Instiute,Harbin 150080,China);THE ESTABISHMENT OF PARABOLA DAMAGE MODEL AND CONCRETE SERVICE LIFE PREDICTIOIN[J];Low Temperature Architecture Technology;2009-11
6 ;Influence of Expansive Compound Mineral Admixture on Concrete Short-Term Frost Resistance[J];Coal Ash;2009-02
7 FU Ya-wei1,CAI Liang-cai1,CAO Ding-guo2,WU Yong-gen1(1.School of Engineering,Air Force Engineering University,Xi'an,Shaanxi 710038,China; 2.No.9 Engineering Corps of China Airport,Chengdu,Sichuan 611431,China);FREEZE-THAW DURABILITY AND DAMAGE MECHANICS MODEL OF HIGH PERFORMANCE ALKALI-SLAG CONCRETE[J];Engineering Mechanics;2012-03
8 ZHAO Yue1, TIAN Gui-feng2, YIN Chuan3(1.Engineering Institute of the Engineering Corps, PLA Univ.of Sci.&Tech.,Nanjing210007, China;2.Huaiyin Institute of Technology, Huaian223003, China;3.The Fourth Department of the Second Artillery Sergeants School,Qingzhou262500, China);A Study of the Test Methods and Evaluation Targets for Resistance of Porous Concrete Base Course to Freezing and Thawing[J];Traffic Engineering and Technology for National Defence;2008-01
9 HUANG Xiao heng (Tianjin Port Engineering Institute, Tianjin 300222, China);Frost Resistance of High Performance Concrete[J];China Harbour Engineering;2002-05
10 HUANG Xiaoheng,XU Caihong,WANG Liwen (Tianjing Port Engineering Institute, Tianjin300222,China);Experiment and Study of Influence of Property of Air-Bubbles in Hardened Concrete upon Frost Resistance of Concrete[J];China Harbour Engineering;2003-03
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LI Chao yang, SONG Yu pu, ZHAO Guo fan ( State Key Lab. of Coastal & Offshore Eng., Dalian Univ. of Technol., Dalian 116024, China );Study of residual strain of concrete under fatigue loading[J];Journal of Dalian University of Technology;2001-03
2 Yu Hongfa Sun Wei Jin Zuquan Liu Jianzhong (Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China) (School of Materials Science and Engineering, Southeast University, Nanjing 211189, China) (School of Civil Engineering, Qingdao Technological University, Qingdao 266033, China) (Jiangsu Institute of Building Science Company Ltd, Nanjing 210008, China);Damage evolution equation for service life prediction of concrete structures in key civil engineering[J];Journal of Southeast University(Natural Science Edition);2006-S2
3 XU Yan1,HU Xiao-fang1,2(1.School of Mechanical and Automotive Engineering,South China University of Technology,Guangzhou 510640,China;2.Key Laboratory of Polymer Processing Engineering,Ministry of Education,Guangzhou 510640,China);Quantitative Characterization for Surface Morphology of Interfacial Transition Zone (ITZ) in Concrete by Fractal Dimension[J];Bulletin of the Chinese Ceramic Society;2009-05
4 ZHANG Yun-qing1,YU Hong-fa1,WANG Jia-chun1,2(1.Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China;2.Department of Construction Engineering,Xiamen University of Technology,Xiamen 361024,China);Study of Salt-freezing-resistance of Concrete Member[J];Bulletin of the Chinese Ceramic Society;2010-02
5 SUN Cong-tao,NIU Di-tao(Key Laboratory for Structural Engineering and Seismic Resistance of Ministry of Education,Xi'an University of Architecture and Technology,Xi'an 710055,China);Experimental Study on Frost-salt Resistance of Concrete[J];Bulletin of the Chinese Ceramic Society;2010-04
6 YU Hong fa, SUN Wei , WU Weifeng, YANG Shan, YAN Lianghui (1. Department of Materials Science and Engineering, Southeast University, Nanjing 210096; 2. Department of Materials Science and Engineering, Shenyang Architecture and Civil Engineering Institute, Shenyang 110015; 3. Third Company, China Construction Eighth Engineering Bureau, Nanjing 210000; 4. Tangshan Branch Second Company, China Railway First Engineering Bureau, Tangshan, Hebei 063004, China);RESEARCH ON BITTERN - FREEZING - THAWING DURABILITY AND DESTRUCTIVE MECHANISM OF ORDINARILY CONCRETE EXPOSED TO SALT LAKES[J];Journal of The Chinese Ceramic Society;2003-08
7 YANG Quanbing(Research Lab of Materials Engineering,Tongji University,Shanghai 200433,China);EFFECT OF NaCl ON THE DEGREE OF SATURATION IN CONCRETE[J];Journal of The Chinese Ceramic Society;2005-11
8 YANG Quanbing (Lab of Advanced Civil Engineering Materials of Ministry of Education, Research Laboratory of Materials Engineering, Tongji University, Shanghai 200433, China);EFFECTS OF SODIUM CHLORIDE CONCENTRATION ON SATURATION DEGREE IN CONCRETE UNDER FREEZING-THAWING CYCLES[J];Journal of the Chinese Ceramic Society;2007-01
9 YU Hongfa~1 SUN Wei~1 ZHANG Yunsheng~2 WANG Jiachun~(1,3) CHEN Shudong~2 (1.Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016;2.College of Materials Science and Engineering,Southeast University,Nanjing 210096;3.Department of Civil Engineering,Xiamen University of Technology;Xiamen 361024,Fujian,China);SERVICE LIFE PREDICTION METHOD OF CONCRETE SUBJECTED TO FREEZING-THAWING CYCLES AND/OR CHEMICAL ATTACK I-DAMAGE DEVELOPMENT EQUATION AND DEGRADATION MODE[J];Journal of the Chinese Ceramic Society;2008-S1
10 WANG Zhendi,YAO Yan,WANG Ling(State Key Laboratory of Green Building Materials,China Building Materials Academy,Beijing 100024,China);Corrosion Behavior of Steel Bar Embedded in Concrete Subject to Freeze-Thaw Cycles-Chloride Attack-Flexural Load[J];Journal of the Chinese Ceramic Society;2011-06
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved