参考文献/References:
[1] 刘先觉. 中国近代建筑总览·南京篇[M]. 北京: 中国建筑工业出版社, 1992.
[2] Chun Q,Balen K, Pan J W. Experimental research on physical and mechanical performance of steel rebars in Chinese modern reinforced concrete buildings built during the Republic of China era from 1912 to 1949[J]. Materials and Structures, 2016, 49(9): 3679-3692. DOI:10.1617/s11527-015-0748-6.
[3] Liu Y,Weyers R E. Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures[J]. ACI Materials Journal, 1998, 95(6): 675-681. DOI:10.14359/410.
[4] Vu K, Stewart M G,Mullard J A. Corrosion-induced cracking: Experimental data and predictive models[J]. Aci Structural Journal, 2005, 102(5): 719-726. DOI:10.14359/14667.
[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: 10-23.
[6] 赵羽习. 钢筋锈蚀引起混凝土结构锈裂综述[J]. 东南大学学报(自然科学版), 2013, 43(5): 1122-1134.
Zhao Y X. State-of-art of corrosion-induced cracking of reinforced concrete structures[J].Journal of Southeast University(Natural Science Edition), 2013, 43(5): 1122-1134.(in Chinese)
[7] Andrade C, Alonso C, Molina F J. Cover cracking as a function of bar corrosion: Part Ⅰ—Experimental test[J]. Materials and Structures, 1993, 26(8): 453-464. DOI:10.1007/bf02472805.
[8] Lu C H, Yuan S Q, Liu R G. Experimental and probabilistic analysis of time to corrosion-induced cover cracking for marine reinforced concrete structures[J].Corrosion Engineering Science and Technology, 2017, 52(2): 124-133. DOI:10.1080/1478422X.2016.1213082.
[9] Maaddawy T E, Soudki K. A model for prediction of time from corrosion initiation to corrosion cracking[J]. Cement & Concrete Composites, 2007, 29(3): 168-175. DOI:10.1016/j.cemconcomp.2006.11.004.
[10] 陆春华, 赵羽习, 金伟良. 锈蚀钢筋混凝土保护层锈胀开裂时间的预测模型[J]. 建筑结构学报, 2010, 31(2): 85-92.
Lu C H, Zhao Y X, Jin W L.Modeling of time to corrosion-induced cover cracking in reinforced concrete structures[J]. Journal of Building Structures, 2010, 31(2): 85-92.(in Chinese)
[11] Rodriguez J, Ortega L M, Casal J, et al. Corrosion of reinforcement and service life of concrete structures [J]. Durability of Building Materials and Components, 1996(1): 117-126.
[12] 张伟平. 混凝土结构的钢筋锈蚀损伤预测及其耐久性评估[D]. 上海:同济大学, 1999.
[13] 中华人民共和国住房和城乡建设部. 既有混凝土结构耐久性评定标准:GB/T 51355—2019 [S]. 北京:中国建筑工业出版社, 2019.
[14] 淳庆, 潘建伍. 民国江浙地区钢筋混凝土结构寿命预测计算方法研究[J]. 文物保护与考古科学, 2014, 26(1): 29-33. DOI: 10.16334/j.cnki.cn31-1652/k.2014.01.006.
Chun Q, Pan J W. Research on the methods for calculation and prediction of the service life of reinforced concrete buildings built during the period of the Republic of China in Jiangsu and Zhejiang provinces [J].Sciences of Conservation and Archaeology, 2014, 26(1): 29-33. DOI:10.16334/j.cnki.cn31-1652/k.2014.01.006. (in Chinese)
[15] Chun Q, Koenraad V B, Han Y D. Comparison study on calculation methods of bending behaviour of Chinese reinforced concrete beams from 1912 to 1949 [J]. Journal of Southeast University(English Edition), 2015, 31(4): 529-534. DOI: 10.3969/j. issn.1003-7985.2015.04.017.
[16] 董运宏, 淳庆, 许先宝, 等. 民国建筑锈胀开裂时的临界锈蚀深度[J]. 浙江大学学报(工学版), 2017, 51(1): 27-37. DOI: 10.3785/j.issn.1008-973X.2017.01.004.
Dong Y H, Chun Q, Xu X B, et al. Critical corrosion depth of rebar of Republican Period reinforced concrete structures [J]. Journal of Zhejiang University(Engineering Science), 2017, 51(1): 27-37. DOI:10.3785/j.issn.1008-973X.2017.01.004. (in Chinese)
[17] 陈瑜, 吕德鹏, 杨放. 江苏美术馆旧址的安全评估与抗震鉴定[J]. 建筑科学, 2013, 29(3): 103-106. DOI: 10.13614/j.cnki.11-1962/tu.2013.03.006.
Chen Y, Lü D P, Yang F. Safety appraisal and seismic evaluation of old Jiangsu Provincial Art Museum [J]. Building Science, 2013, 29(3): 103-106. DOI:10.13614/j.cnki.11-1962/tu.2013.03.006. (in Chinese)
[18] 淳庆, 潘建伍. 民国钢筋混凝土建筑遗产的结构构造设计方法研究[J]. 中国文物科学研究, 2015(2): 85-90. DOI: 10.3969/j.issn.1674-9677.2015.02.017.
Chun Q, Pan J W. Research on structural configuration design of Chinese modern reinforced concrete buildings [J]. China Cultural Heritage Scientific Research, 2015(2): 85-90. DOI:10.3969/j.issn.1674-9677.2015.02.017. (in Chinese)
[19] 张嘉荪. 简明钢骨混凝土术[M]. 上海: 世界书局, 1948:71.
[20] Lu C H, Jin W L, Liu R G. Reinforcement corrosion-induced cover cracking and its time prediction for reinforced concrete structures[J]. Corrosion Science, 2011, 53(4): 1337-1347. DOI:10.1016/j.corsci.2010.12.026.
[21] 王雪松, 金贤玉, 田野, 等. 开裂混凝土中钢筋加速锈蚀方法适用性[J]. 浙江大学学报(工学版), 2013, 47(4): 565-574, 580. DOI: 10.3785/j.issn.1008-973X.2013.04.001.
Wang X S, Jin X Y, Tian Y, et al. Applicability of accelerated corrosion method of steel bars in cracked concrete structure [J]. Journal of Zhejiang University(Engineering Science), 2013, 47(4): 565-574, 580. DOI:10.3785/j.issn.1008-973X.2013.04.001. (in Chinese)
[22] Webster M P, Clark L A. The structural effect of corrosion-an overview of the mechanism [C]// Proceedings of 2000 Concrete Communication. Birmingham, UK, 2000:409-421.
[23] Legeron F, Paultre P. Prediction of modulus of rupture of concrete [J]. ACI Materials Journal, 2000, 97(2): 193-200. DOI:10.14359/823.
[24] 喻孟雄, 李少龙, 张少华, 等. 基于锈胀裂缝宽度的钢筋锈蚀深度计算模型[J]. 混凝土, 2014(11): 11-14, 23. DOI: 10.3969/j.issn.1002-3550.2014.11.003.
Yu M X, Li S L, Zhang S H, et al. Model for calculating the steel corrosion depth based on crack width[J].Concrete, 2014(11): 11-14, 23. DOI:10.3969/j.issn.1002-3550.2014.11.003. (in Chinese)