[1]Pleimann L G.Tension and bond pull-out tests of deformation fiberglass rods[R].Final Report for Marshall-Vega Coporation.Civil Engineering Department. University of Arkansas,Fayettevil Ark,1987.[2]Pleimann L G.Strength, Modulus of Elasticity, and Bond of Deformed FRP Rods: Advanced Composites Materials in Civil Engineering Structures, 2010[C].[3]Chapman R A, Shah S P.EARLY-AGED BOND STRENGTH IN REINFORCED CONCRETE[J].Aci Materials Journal, 1987, 84(6):501-510[4]Chaallal O, Benmokerane B, Masmoudi B.An innovation glass-fiber composite rebar for concrete structureACI Materials Journal,1987,(6) : 501-510.[J].ACI Materials Journal, 1987, 1(6):501-510[5]Ehsani M R, Saadatmanesh H, Tao S.Design Recommendations for Bond of GFRP Rebars to Concrete[J].Journal of Structural Engineering, 1996, 122(3):247-254[6]高丹盈.纤维聚合物筋混凝土的粘结机理及锚固长度的计算方法[J].水利学报, 2000, 31(11):70-78[7]GAO Danying, Brahim Benmokrane.Bonding mechanism and calculating method for embedded length of fiber reinforced polymer rebars in concrete[J].Journal of Hydraulic Engineering, 2000, 31(11):70-78[8]郝庆多, 王言磊, 侯吉林, 等.带肋筋粘结性能试验研究[J].工程力学, 2008, 1(10):158-165[9]HAO Qingduo, WANG Yanlei, HOU Jilin, et al.Experimental Study on Bond Behavior of GFRP Ribbed Rebars[J].ENGINEERING MECHANICS, 2008, 1(10):158-165[10]朱浮声, 张海霞.影响筋与混凝土黏结性能的主要因素[J].沈阳建筑大学学报自然科学版, 2006, 22(3):397-401[11]ZHU Fusheng, ZHANG Haixia.Study on Main Factors of Bond Strength between FRP Bars and Concrete[J].JOURNAL OF SHENYANG JIANZHU UNIVERSITY NATURAL SCIENCE, 2006, 22(3):397-401[12]高丹盈.纤维聚合物筋与混凝土粘结性能的影响因素[J].工业建筑, 2001, 31(2):9-14[13]GAO Danying, Brahim Benmokrane.Influential Factors of Bond Properties between Fiber Reinforced Polymer (FRP)Rebars and Concrete[J].Industrial Construction, 2001, 31(2):9-14[14]薛伟辰, 康清梁.纤维塑料筋粘结锚固性能的试验研究[J].工业建筑, 1999, 29(12):5-7[15]XUE Weichen, KANG Qingliang.Experimental Study on Behaviors of Bond and Anchorage of Fiber Reinforced Plastics Bars[J].Industrial Construction, 1999, 29(12):5-7[16]Abbasi A, Hogg P J.Temperature and environmental effects on glass fibre rebar: modulus,strength and interfacial bond strength with concrete[J].Composites Part B Engineering, 2005, 36(5):394-404[17]王晓璐, 査晓雄, 张旭琛.高温下筋与混凝土的粘结性能[J].哈尔滨工业大学学报, 2013, 45(6):8-15[18]WANG Xiaolu, ZHA Xiaoxiong, ZHANG Xuchen.Bond behavior of FRP rebar and concrete at elevated temperature[J].Journal of Harbin Institute of Technology, 2013, 45(6):8-15[19]Alves J, Elragaby A, Elsalakawy E.Durability of GFRP Bars’ Bond to Concrete under Different Loading and Environmental Conditions[J].Journal of Composites for Construction, 2011, 15(3):249-262[20]罗小勇, 唐谢兴, 孙奇, 等.冻融循环作用下筋黏结性能试验研究[J].铁道科学与工程学报, 2014, 11(5):1-4[21]LUO Xiaoyong, TANG Xiexing, SUN Qi, et al.Experimental study on bond behavior of GFRP rebar under freeze-thaw cycles[J].Journal of Railway Science and Engineering, 2014, 11(5):1-4[22]Katz A.Bond to Concrete of FRP Rebars after Cyclic Loading[J].Journal of Composites for Construction, 2000, 4(3):137-144[23]何政, 孙颖.高应力重复加卸载下筋与混凝土的粘结性能[J].复合材料学报, 2006, 23(6):149-157[24]HE Zheng, SUN Ying.Bond behavior between GFRP rod and concrete subjected to high stress reversals[J].Acta Materiae Compositae Sinica, 2006, 23(6):149-157[25]Benmokrane B, Zhang B, Chennouf A.Tensile properties and pullout behaviour of AFRP and CFRP rods for grouted anchor applications[J].Construction and Building Materials, 2000, 14(3):157-170[26]王作虎, 杜修力, 刘晶波.预应力筋混凝土梁在低周反复荷载下的恢复力模型[J].北京工业大学学报, 2012, 38(10):1509-1514[27]WANG Zuohu, DU Xiuli, LIU Jingbo.Hysteresis Model of Concrete Beams Prestressed With FRP Tendons Under Low Reversed Cyclic Loading[J].JOURNAL OF BEIJING UNIVERSITY OF TECHNOLOGY, 2012, 38(10):1509-1514[28]中国建筑科学研究院.GB/T 50081-2002 普通混凝土力学性能试验方法标准[S]. 北京:中国建筑工业出版社, 2002.[29]China Academy of Building Research.GB/T 50081-2002 Standard for test method of mechanical properties on ordinary concrete[S]. Beijing: China Architecture & Building Press, 2002.[30]ACI 440.3R-12.Guide test methods for fiber-reinforced polymer (FRPs) composites for reinforcing or strengthening concrete structures[S].Am Concr Inst, 2012.[31]C.S. Association.Design and Construction of Building Components with Fibre-reinforced Polymers[S].Canadian Standards Association, 2002. |