[1] 李镜培,李 林,陈浩华,等.腐蚀环境中混凝土桩基耐久性研究进展[J].哈尔滨工业大学学报,2017,49(12):1-15. LI J P, LI L, CHEN H H, et al. Advances in concrete pile durability in corrosive environment[J]. Journal of Harbin Institute of Technology, 2017, 49(12): 1-15 (in Chinese). [2] 施锦杰,孙 伟.混凝土中钢筋锈蚀研究现状与热点问题分析[J].硅酸盐学报,2010,38(9):1753-1764. SHI J J, SUN W. Recent research on steel corrosion in concrete[J]. Journal of the Chinese Ceramic Society, 2010, 38(9): 1753-1764 (in Chinese). [3] CHANG H, WANG P, JIN Z, et al. Durability and aesthetics of architectural concrete under chloride attack or carbonation[J]. Materials, 2020, 13(4): 839. [4] 王胜年,苏权科,范志宏,等.港珠澳大桥混凝土结构耐久性设计原则与方法[J].土木工程学报,2014,47(6):1-8. WANG S N, SU Q K, FAN Z H, et al. Durability design principle and method for concrete structures in Hong Kong-Zhuai-Macau sea link project[J]. China Civil Engineering Journal, 2014, 47(6): 1-8 (in Chinese). [5] 陆春华,刘荣桂,崔钊玮,等.干湿交替作用下受弯开裂钢筋混凝土梁内氯离子侵蚀特性[J].土木工程学报,2014,47(12):82-90. LU C H, LIU R G, CUI Z W, et al. Study on chloride penetration into flexural cracked reinforced concrete beams subjected to drying-wetting cycles[J]. China Civil Engineering Journal, 2014, 47(12): 82-90 (in Chinese). [6] 陈宣东,虞爱平,刘光焰,等.海工结构服役寿命预测细观数值模拟研究[J].建筑材料学报,2019,22(6):894-900. CHEN X D, YU A P, LIU G Y, et al. Meso-numerical simulation of service life prediction for marine structures[J]. Journal of Building Materials, 2019, 22(6): 894-900 (in Chinese). [7] 杨绿峰,陈 昌,余 波.海洋浪溅区混凝土的多因素时变环境作用模型[J].硅酸盐学报,2019,47(11):1566-1573. YANG L F, CHEN C, YU B. Multi-factor time-varying model of marine environmental action on concrete in splash zone[J]. Journal of the Chinese Ceramic Society, 2019, 47(11): 1566-1573 (in Chinese). [8] WANG Y Z, LIU Z, FU K, et al. Experimental studies on the chloride ion permeability of concrete considering the effect of freeze-thaw damage[J]. Construction and Building Materials, 2020, 236: 117556. [9] 杨绿峰,洪 斌,胡春燕,等.随机有限元法分析混凝土中氯离子随机扩散规律[J].混凝土,2012(6):37-39+42. YANG L F, HONG B, HU C Y, et al. Stochastic finite element method for chloride diffusion in concrete[J]. Concrete, 2012(6): 37-39+42 (in Chinese). [10] 金伟良,王 毅.持续荷载与氯盐作用下钢筋混凝土梁力学性能试验[J].浙江大学学报(工学版),2014,48(2):221-227. JIN W L, WANG Y. Experimental study on mechanics behaviors of reinforced concrete beams under simultaneous chloride attacks and sustained load[J]. Journal of Zhejiang University (Engineering Science), 2014, 48(2): 221-227 (in Chinese). [11] PAN Z C, CHEN A R, RUAN X. Spatial variability of chloride and its influence on thickness of concrete cover: a two-dimensional mesoscopic numerical research[J]. Engineering Structures, 2015, 95: 154-169. [12] 陈宣东,陈 平,梁秋群,等.钢筋表面氯离子浓度预测实用模型及数值研究[J].硅酸盐通报,2020,39(6):1778-1783. CHEN X D, CHEN P, LIANG Q Q, et al. Practical model and numerical study on prediction of chloride ion concentration on steel bars surface[J]. Bulletin of the Chinese Ceramic Society, 2020, 39(6): 1778-1783 (in Chinese). [13] 高政国,刘光廷.二维混凝土随机骨料模型研究[J].清华大学学报(自然科学版),2003,43(5):710-714. GAO Z G, LIU G T. Two-dimensional random aggregate structure for concrete[J]. Journal of Tsinghua University (Science and Technology), 2003, 43(5): 710-714 (in Chinese). [14] 刘光廷,高政国.三维凸型混凝土骨料随机投放算法[J].清华大学学报(自然科学版),2003,43(8):1120-1123. LIU G T, GAO Z G. Random 3-D aggregate structure for concrete[J]. Journal of Tsinghua University (Science and Technology), 2003, 43(8): 1120-1123 (in Chinese). [15] 余 波,凌干展,刘建波,等.混凝土中钢筋腐蚀速率的概率预测模型[J].硅酸盐通报,2019,38(11):3385-3391. YU B, LING G Z, LIU J B, et al. Probabilistic prediction model of steel corrosion rate in concrete[J]. Bulletin of the Chinese Ceramic Society, 2019, 38(11): 3385-3391 (in Chinese). [16] 程小康,肖林发,彭建新,等.普通混凝土中氯离子概率分布模型分析[J].交通科学与工程,2019,35(3):59-64. CHENG X K, XIAO L F, PENG J X, et al. Analysis of chloride ion probability distribution model in ordinary concrete[J]. Journal of Transport Science and Engineering, 2019, 35(3): 59-64 (in Chinese). [17] CHEN X D, YU A P, LIU G Y, et al. A multi-phase mesoscopic simulation model for the diffusion of chloride in concrete under freeze-thaw cycles[J]. Construction and Building Materials, 2020, 265: 120223. [18] JIANG W Q, SHEN X H, XIA J, et al. A numerical study on chloride diffusion in freeze-thaw affected concrete[J]. Construction and Building Materials, 2018, 179: 553-565. [19] 黄庆华,周承宗,顾祥林,等.混凝土界面过渡区水分传输特性试验研究[J].建筑结构学报,2019,40(1):174-180. HUANG Q H, ZHOU C Z, GU X L, et al. Experimental study on moisture transport property of interfacial transition zone in concrete[J]. Journal of Building Structures, 2019, 40(1): 174-180 (in Chinese). [20] GERARD B, PIJAUDIER-CABOT G, LABORDERIE C. Coupled diffusion-damage modelling and the implications on failure due to strain localisation[J]. International Journal of Solids and Structures, 1998, 35(31/32): 4107-4120. [21] SUN W, MU R, LUO X, et al. Effect of chloride salt, freeze-thaw cycling and externally applied load on the performance of the concrete[J]. Cement and Concrete Research, 2002, 32(12): 1859-1864. [22] ZHENG J, ZHOU X. Analytical solution for the chloride diffusivity of hardened cement paste[J]. Journal of Materials in Civil Engineering, 2008, 20(5): 384-391. [23] PAN Z, CHEN A, RUAN X. Spatial variability of chloride and its influence on thickness of concrete cover: a two-dimensional mesoscopic numerical research[J]. Engineering Structures, 2015, 95(jul.15): 154-169. [24] PENG J X, HU S W, ZHANG J R, et al. Influence of cracks on chloride diffusivity in concrete: a five-phase mesoscale model approach[J]. Construction and Building Materials, 2019, 197: 587-596. [25] LIU Q F, FENG G L, XIA J, et al. Ionic transport features in concrete composites containing various shaped aggregates: a numerical study[J]. Composite Structures, 2018, 183: 371-380. |