参考文献/References:
[1] DARWIN D,MATAMOROS A B.Bond and development of straight reinforcing bars in tension[R].Farmington Hills:American Concrete Institute,2003.
[2] LUTZ L,GERGELY P.Mechanics of bond and slip of deformed bars in concrete[J].Journal of the American Concrete Institute,1967,64(11):711-721.
[3] HADI M N S.Bond of high strength concrete with high strength reinforcing steel[J].Open Civil Engineering Journal,2008,2(1):143-147.DOI:10.2174/1874149500802010143.
[4] JAAFAR E K.Experimental study on anchorage bond in high strength reinforced concrete beams[J].International Journal of Civil Engineering and Technology,2017,8(1):63-71.
[5] METELLI G,PLIZZARI G A.Influence of the relative rib area on bond behaviour[J].Magazine of Concrete Research,2014,66(6):277-294.DOI:10.1680/macr.13.00198.
[6] KABIR M R,ISLAM M M,CHOWDHURY M A.Bond stress-slip behavior between concrete and steel rebar via pullout test: Experimental and finite element analysys[C]//First International Conference on Advances in Civil Infrastructure and Construction Materials.Dhaka:[s.n.],2015:1-10.DOI:10.13140/RG.2.1.4354.4403.
[7] 李龙龙,王立成.基于能量守恒理论的带肋钢筋-混凝土粘结滑移本构关系研究[J].计算力学学报,2017,34(1):68-75.DOI:10.7511/jslx201701009.
[8] ORANGUN C O,JIRSA J O,BREEN J E.A reevaluation of test data on development length and splices[J].ACI Journal/March,1977,74(3):114-122.DOI:10.14359/10993.
[9] DARWIN D,ZUO Jun,THOLEN M L,et al.Development length criteria for conventional and high relative rib area reinforcing bars[J].ACI Structural Journal,1996,93(3):1-12.
[10] DARWIN D,MCCABE S L,IDUN E K,et al.Development length criteria: Bars not confined by transverse reinforcement[J].ACI Structural Journal,1992,89(6):709-720.DOI:10.1016/0045-7949(92)90501-P.
[11] HARAJLI,M.H.Comparison of bond strength of steel bars in normal- and high-strength concrete[J].Journal of Materials in Civil Engineering,2004,16(4):365-374.DOI:10.1061/(ASCE)0899-1561(2004)16:4(365).
[12] HARAJLI M H.Numerical bond analysis using experimentally derived local bond laws: A powerful method for evaluating the bond strength of steel bars[J].Journal of Structural Engineering,2007,133(5):695-705.DOI:10.1061/(ASCE)0733-9445(2007)133:5(695).
[13] 张时琦.江浙地区民国钢筋混凝土结构构件受力性能的计算模型研究[D].南京:东南大学,2019.
[14] CHUN Qing,VAN BALEN K,PAN Jianwu.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.
[15] 上海特别市工务局.上海特别市暂行建筑规则[M].上海:上海市工务局,1928.
[16] 杭州市政府工务局.杭州市建筑规则[M].杭州:浙江省政府,1931.
[17] 青岛市工务局.青岛市暂行建筑规则[M].青岛:青岛市工务局,1933.
[18] 上海公共租界工部局.上海公共租界房屋建筑章程[M].杨肇辉,等译.上海:中国建筑杂志社,1934.
[19] 汉口特别市工务局.汉口市建筑暂行规则[M].汉口:汉口特别市工务局,1930.
[20] 北平市工务局.北平特别市建筑规章汇编[M].北平:北平特别市工务局,1930.
[21] 广州市政府工务局.广州市建筑法规[M].广州:广州市工务局,1936.
[22] 吴华甫.重庆市建筑规则[M].重庆:重庆市工务局,1941.
[23] 桂林市工务局.桂林市建筑规则[M].桂林:桂林市政府,1941.
[24] 赵福灵.钢筋混凝土学[M].北京:中国工程师学会,1935.
[25] 张嘉荪.简明钢骨混凝土术[M].上海:世界书局,1944.
[26] GIBSON W W.实用土木工程学[M].萧开瀛,译.上海:中国科学图书仪器公司,1940.
[27] 中华人民共和国建设部.混凝土结构设计规范: GB 50010-2010[M].北京:中国建筑工业出版社,2015.
[28] 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.
[29] UIJL J A D,BIGAJ A J.A bond model for ribbed bars based on concrete confinement[J].Heron,1996,41(3):201-226.
[30] WANG Huanzi.An analytical study of bond strength associated with splitting of concrete cover[J].Engineering Structures,2009,31(4):968-975.DOI:10.1016/j.engstruct.2008.12.008.
[31] MARTIN H.Zusammenhang zwischen oberflaechenbeschaffenheit, verbund und sprengwirkung von bewehrungsstaehlen unter kurzzeitbelastung[M].Berlin:Deutscher Ausschuss fur Stahlbeton,1973.
[32] 过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003.
[33] CHOI O C,DARWIN D,MCCABE S L.Bond strength of epoxy-coated reinforcement to concrete[R].Lawrence:University of Kansas Center for Research,Inc.,1990.
[34] IDUN E K,DARWIN D.Improving the development characteristics of steel reinforcing bars[R].Lawrence:University of Kansas Center for Research,Inc.,1995.
[35] CAIRNS J,ABDULLAH R.Fundamental tests on the effect of an epoxy coating on bond strength[J].ACI Structural Journal,1994,91(4):331-338.DOI:10.1016/0040-6090(94)90811-7.
[36] 王耀华.江浙地区民国时期钢筋混凝土梁的抗剪性能研究[D].南京:东南大学,2020.