基于冻融损伤的混凝土寿命预测研究进展

杜 鹏; 姚 燕; 王 玲; 曹 银

doi:10.3969/j.issn.1001-5485.2014.04.0172014, 31(04):77-84

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长江科学院院报 ›› 2014, Vol. 31 ›› Issue (4) : 77-84. DOI: 10.3969/j.issn.1001-5485.2014.04.0172014, 31(04):77-84

水工结构与材料

基于冻融损伤的混凝土寿命预测研究进展

杜鹏, 姚燕, 王玲, 曹银

作者信息 +

Research Progress on the Prediction of Concrete’s Service LifeBased on Freeze-thaw Damage

DU Peng , YAO Yan, WANG Ling, CAO Yin

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文章历史 +

摘要

正负温交替变动会引起混凝土的结构发生冻融破坏, 使其出现裂缝、破损和剥落, 影响混凝土的力学性能, 甚至严重影响其使用功能。冻融是造成混凝土损伤和劣化的最重要因素之一, 冻融损伤作用下的混凝土寿命预测已成为目前研究的重点。混凝土的使用寿命可以从不同的角度予以定义和分类, 国内外的研究学者已从多方面提出寿命预测的基本方法和评估准则。基于冻融损伤的混凝土寿命预测取得了很大的进展, 这不仅表现在对冻融单因素作用下的损伤机理和损伤模型的研究不断深入, 还表现在对冻融与其他因素耦合作用下的混凝土寿命预测的研究日渐增多。与计算机模拟技术和数理科学更加紧密地结合必将促进混凝土寿命预测的更深入研究, 从而实现根据预期使用寿命对混凝土进行耐久性设计的目标。

Abstract

Alternate variation in ambient temperature around water freezing point would cause serious physical damages to concrete structure, such as crack, breakage and surface scaling, and would affect concrete’s mechanics performance or even results in the loss of concrete’s practical function. Cyclic freeze-thaw has been recognized as one of the most primary factors leading to concrete deterioration, and therefore the prediction of concrete’s service life under freeze-thaw damage has become a research priority. The definition of concrete’s service life varies with its specific function, and accordingly researchers have developed some basic methods and evaluation criteria to predict its life-span. Significant progress has been achieved in this area, manifested not only by more intensive studies on the mechanisms and the models of single freeze-thaw factor damage, but also by more extensive researches on service life prediction under the impact of coupling action of freeze-thaw cycles in combination with other environmental and mechanical factors. Moreover, computer programming together with mathematical simulation techniques is playing an increasingly important role in the research on service life prediction, and could be adopted to direct the durability design according to the requirement of expected time-in-service.

导出引用

杜鹏, 姚燕, 王玲, 曹银. 基于冻融损伤的混凝土寿命预测研究进展[J]. 长江科学院院报. 2014, 31(4): 77-84 https://doi.org/10.3969/j.issn.1001-5485.2014.04.0172014, 31(04):77-84

DU Peng , YAO Yan, WANG Ling, CAO Yin. Research Progress on the Prediction of Concrete’s Service LifeBased on Freeze-thaw Damage[J]. Journal of Changjiang River Scientific Research Institute. 2014, 31(4): 77-84 https://doi.org/10.3969/j.issn.1001-5485.2014.04.0172014, 31(04):77-84

中图分类号： TU528

参考文献

[1] MEHTA P K. Concrete Durability: Fifty Years of Progress [C]∥Proceedings of the 2nd International Conference on Durability of Concrete. American Concrete Institution. SPI126-1, Montreal, Canada, August 4-9, 1991: 1-31.
[2] 余红发, 孙伟, 张云升, 等. 在冻融或腐蚀环境下混凝土使用寿命预测方法I——损伤演化方程和损伤失效模式[J]. 硅酸盐学报, 2008, 31(增1): 128-135.(YU Hong-fa, SUN Wei, ZHANG Yun-sheng, et al. Service Life Prediction Method of Concrete Subjected to Freezing-thawing Cycles and Chemical Attack I: Damage Development Equation and Degradation Mode [J]. Journal of the Chinese Ceramic Society, 2008, 31(Sup.1):128-135.(in Chinese))
[3] 李金玉, 曹建国, 徐文雨, 等. 混凝土冻融破坏机理的研究[J]. 水利学报, 1999, (1): 41-49.(LI Jin-yu, CAO Jian-guo, XU Wen-yu, et al. Study on the Mechanism of Concrete Destruction under Frost Action [J]. Journal of Hydraulic Engineering, 1999, (1): 41-49.(in Chinese))
[4] 王新友, 李宗津. 混凝土使用寿命预测的研究进展[J]. 建筑材料学报, 1999, 2(3): 249-256.(WANG Xin-you, LI Zong-jin. Study on Development of Service Life Prediction of Concrete[J]. Journal of Building Materials, 1999, 2(3): 249-256.(in Chinese))
[5] 牛荻涛. 混凝土结构耐久性与寿命预测[M]. 北京: 科学出版社, 2003: 164-167.(NIU Di-tao. Durability and Life Forecast of Reinforced Concrete Structure[M]. Beijing: Science Press, 2003: 164-167.(in Chinese))
[6] SOMERVILLE G. The Design Life of Structures [M]. Glasgow and London: Blackie and Son Ltd., 1992.
[7] 金伟良, 吕清芳, 赵羽习, 等. 混凝土结构耐久性设计方法与寿命预测研究进展[J]. 建筑结构学报, 2007, 28(1): 7-13.(JIN Wei-liang, LV Qing-fang, ZHAO Yu-xi, et al. Research Progress on the Durability Design and Life Prediction of Concrete Structures [J]. Journal of Building Structures, 2007, 28(1): 7-13.(in Chinese))
[8] FUNAHASHI M. Predicting Corrosion-free Service Life of a Concrete Structure in a Chloride Environment[J]. ACI Material Journal, 1990, 87(6):581-587.
[9] LIANG M T, WANG K L, LIANG C H. Service Life Prediction of Reinforced Concrete Structures[J]. Cement and Concrete Research, 1999, 29: 1411-1418.
[10]余红发, 孙伟, 鄢良慧, 等. 混凝土使用预测寿命方法的研究I - 理论模型[J]. 硅酸盐学报, 2002, 30(6): 686-690.(YU Hong-fa, SUN Wei, YAN Liang-hui, et al. Study on Prediction of Concrete Service Life I:Theoretical Model [J]. Journal of the Chinese Ceramic Society, 2002, 30(6): 686-690.(in Chinese))
[11]SHAMSAD A. Reinforcement Corrosion in Concrete Structures, Its Monitoring and Service Life Prediction: A Review [J]. Cement and Concrete Composites, 2003, 25(4/5): 459-471.
[12]BERKE N S, HICKS M C. Predicting Long-term Durability of Steel Reinforced Concrete with Calcium Nitrite Corrosion Inhibitor [J]. Cement and Concrete Composites, 2004, 26(3): 191-198.
[13]刘海, 姚继涛, 牛荻涛, 等. 一般大气环境下既有混凝土结构的耐久性评定与剩余寿命预测[J]. 建筑结构学报, 2009, 30(2): 143.(LIU Hai, YAO Ji-tao, NIU Di-tao, et al. Durability Evaluation and Prediction of Residual Life for Existing Concrete Structures under Common Atmosphere Environment [J]. Journal of Building Structures, 2009, 30(2): 143.(in Chinese))
[14]STEWART M G, ROSOWSKY D V. Time-dependent Reliability of Deteriorating Reinforced Concrete Bridge Decks[J]. Structural Safety, 1998, (20): 91-109.
[15]王娴明, 赵宏延. 一般大气条件下钢筋混凝土结构构件剩余寿命的预测[J]. 建筑结构学报, 1996, 17(3): 58-62.(WANG Xian-ming, ZHAO Hong-yan. Residual Life Prediction of RC Members under Ordinary Atmospheric Environment [J]. Journal of Building Structures, 1996, 17(3): 58-62.(in Chinese))
[16]PREZZI M, GEYSKENS P, MONTERIO P J M. Reliability Approach to Service Life Prediction of Concrete Exposed to Marine Environments [J]. ACI Materials Journal, 1996, 93(6): 544-552.
[17]CLIFTON J R. Predicting the Service Life of Concrete [J]. ACI Material Journal, 1993, 90(6): 611-617.
[18]WU Qing-ling, YU Hong-fa, CHEN Xiao-xian. Service Life Prediction Method of Concretes Based on Mass Loss Rate: Establishment and Narration of Mathematical Model [C]∥Tenth International Conference of Chinese Transportation Professionals, Beijing: American Society of Civil Engineers, August 4-8, 2010: 3253-3260.
[19]曹建国, 李金玉, 林莉, 等. 高强混凝土抗冻性的研究[J]. 建筑材料学报, 1999, 2(4): 292-297.(CAO Jian-guo, LI Jin-yu, LIN Li, et al. Study on Frost-resistance of High-concrete Concrete [J]. Journal of Building Materials, 1999, 2(4): 292-297.(in Chinese))
[20]肖前慧, 牛荻涛, 朱文凭. 冻融环境下混凝土强度衰减模型与耐久性寿命预测[J]. 建筑结构, 2011, 41(增2): 203-207.(XIAO Qian-hui, NIU Di-tao, ZHU Wen-ping. Strength Degradation Model and Durability Service Life Prediction of Concrete in Freezing-thawing Circumstance [J]. Building Structure, 2011, 41(Sup.2): 203-207.(in Chinese))
[21]张峰, 李术才, 李守凯. 混凝土随机冻融损伤三维预测模型[J]. 土木建筑与环境工程, 2011, 33(1): 31-35.(ZHANG Feng, LI Shu-cai, LI Shou-kai. Three-dimensional Random Damage Prediction Model of Concrete Caused by Freeze-thaw[J]. Journal of Civil, Architectural & Environmental Engineering, 2011, 33(1): 31-35.(in Chinese))
[22]刘志勇, 马立国. 高强混凝土的抗冻性与寿命预测模型[J]. 工业建筑, 2005, 35(1): 11-14.(LIU Zhi-yong, MA Li-guo. Durability and Service Life Prediction Model for Freezing and Thawing Cycle of High Strength Concrete[J]. Industrial Construction, 2005, 35(1): 11-14.(in Chinese))
[23]宁作君. 冻融作用下混凝土的损伤与断裂研究[D]. 哈尔滨: 哈尔滨工业大学, 2009.(NING Zuo-jun. Research on Damage and Fracture of Concrete Subjected to Freeze-thaw Cycles[D]. Harbin: Harbin Institute of Technology, 2009.(in Chinese))
[24]于孝民, 任青文. 冻融循环作用下普通混凝土断裂能试验[J]. 河海大学学报(自然科学版), 2010, 38(1): 80-82.(YU Xiao-min, REN Qing-wen. Fracture Release Energy for Ordinary Concrete with Freeze-thaw Cycles [J]. Journal of Hohai University (Natural Sciences), 2010, 38(1): 80-82.(in Chinese))
[25]余寿文, 冯西桥. 损伤力学[M]. 北京: 清华大学出版社, 1997.(YU Shou-wen, FENG Xi-qiao. Damage Mechanics [M]. Beijing: Tsinghua University Press, 1997.(in Chinese))
[26]ABABNEH A N, XI Y. Evaluation of Environmental Degradation of Concrete in Cold Regions [C]∥Proceedings of the 13th International Conference on Cold Regions Engineering. American Society of Civil Engineers, Orono, Maine, United States, July 23-26, 2006: 1-10.
[27]刘卫东, 苏文悌, 王依. 冻融循环作用下纤维混凝土的损伤模型研究[J]. 建筑结构学报, 2008, 29(1): 124-128.(LIU Wei-dong, SU Wen-ti, WANG Yi. Research on Damage Model of Fiber Concrete under Action of Freeze-thaw Cycles [J]. Journal of Building Structures, 2008, 29(1): 124-128.(in Chinese))
[28]余红发, 孙伟, 麻海燕, 等. 基于损伤演化方程的混凝土寿命预测方法[J]. 建筑科学与工程学报, 2012, 29(1): 1-7.(YU Hong-fa, SUN Wei, MA Hai-yan, et al. Predicting Method of Concrete Service Life Based on Damage Development Equation[J]. Journal of Architecture and Civil Engineering, 2012, 29(1): 1-7.(in Chinese))
[29]CHO T J. Prediction of Cyclic Freeze-thaw Damage in Concrete Structures Based on Response Surface Method[J]. Construction and Building Materials, 2007, (21): 2031-2040.
[30]AL-HARTHY A S, BUCHER C G, BOURGUND U. Efficient Use of Response Surface Methods: Report No. 9-87 [R]. Austria: Institute of Engineering Mechanics of University of Innsbruck, 1987.
[31]VESIKARLE E. Service Life Design of Concrete Structure with Regard to Frost Resistance of Concrete[R]. Publication No.5 Norske Betongforening, Oslo, Norway: Nordic Concrete Research, 1986: 215-228.
[32]李金玉, 邓正刚, 曹建国, 等. 混凝土抗冻性的定量化设计[J]. 混凝土, 2000, 12(9): 61-65.(LI Jin-yu, DENG Zheng-gang, CAO Jian-guo, et al. Quantitative Design on the Frost-resistance of Concrete [J]. Concrete, 2000, 12(9): 61-65.(in Chinese))
[33]刘崇熙, 汪在芹. 坝工混凝土耐久寿命的衰变规律[J]. 长江科学院院报, 2000, 17(2): 18-21.(LIU Chong-xi, WANG Zai-qin. On Decay Rules of Durable Life of Dam Concrete[J]. Journal of Yangtze River Scientific Research Institute, 2000, 17(2): 18-21.(in Chinese))
[34]燕坤. 多重因素作用下碳化混凝土的抗冻性[D]. 南京: 南京航空航天大学, 2007: 45-50.(YAN Kun. Freezing-thawing Durability of Carbonized Concretes Subjected to Multiple Damage Factors[D]. Nanjing: Nanjing University of Aeronautics and Astronautics, 2007: 45-50.(in Chinese))
[35]汪振双, 宋志晨. 混凝土损伤抛物线模型的建立与寿命预测[J]. 低温建筑技术, 2009, (11): 7-10.(WANG Zhen-shuang, SONG Zhi-chen. The Establishment of Parabola Damage Model and Concrete Service Life Prediction [J]. Low Temperature Architecture Technology, 2009, (11): 7-10.(in Chinese))
[36]王立久, 汪振双, 崔正龙. 基于冻融损伤抛物线模型的再生混凝土寿命预测[J]. 应用基础与工程科学学报, 2011, 19(1): 29-35.(WANG Li-jiu, WANG Zhen-shuang, CUI Zheng-long. Service Life Prediction of Recycled Concrete Based on Freezing-thawing Damage Parabola Model[J]. Journal of Basic Science and Engineering, 2011, 19(1): 29-35.(in Chinese))
[37]慕儒. 冻融循环与外部弯曲应力、盐溶液复合作用下混凝土的耐久性与寿命预测[D]. 南京: 东南大学, 2000:102-126.(MU Ru. Durability and Service Life Prediction of Concrete Subjected to the Combined Action of Freezing-thawing, Sustained External Flexural Stress and Salt Solution[D]. Nanjing: Southeast University, 2000:102-126.(in Chinese))
[38]GHAFOORI N, MATHIS R. A Comparison of Freezing and Thawing Durability of Non-air Entrained Concrete Pavers under ASTM C67 and ASTM C666 [J]. ACI Materials Journal, 1997, 94(6): 325-331.
[39]关宇刚, 孙伟, 缪昌文. 基于可靠度与损伤理论的混凝土寿命预测模型Ⅰ: 模型阐述和建立[J]. 硅酸盐学报, 2001, 29(6): 509-513.(GUAN Yu-gang, SUN Wei, MIAO Chang-wen. One Service Life Prediction Model for the Concrete Based on the Reliability and Damage Theories Ⅰ: Narration and Establishment of the Model [J]. Journal of the Chinese Ceramic Society, 2001, 29(6): 509-513.(in Chinese))
[40]关宇刚, 孙伟, 缪昌文. 基于可靠度与损伤理论的混凝土寿命预测模型Ⅱ: 模型验证和应用[J]. 硅酸盐学报, 2001, 29(6): 514-519.(GUAN Yu-gang, SUN Wei, MIAO Chang-wen. One Service Life Prediction Model for the Concrete Based on the Reliability and Damage TheoriesⅡ: Verification and Application of the Model [J]. Journal of the Chinese Ceramic Society, 2001, 29(6):514-519.(in Chinese))
[41]刘荣桂, 付凯, 颜庭成, 等. 预应力混凝土结构在冻融损伤条件下的疲劳寿命预测模型研究[J]. 建筑结构学报, 2009, 30(3): 79-86.(LIU Rong-gui, FU Kai, YAN Ting-cheng, et al. Durability Life Prediction of Prestressed Concrete Structures in an Erosive Environment with Fatigue Subjoining Freezing-thawing Circle[J]. Journal of Building Structures, 2009, 30(3): 79-86.(in Chinese))