[1] 周朝阳, 谭磊, 程小念. FRP抗剪加固钢筋混凝土梁研究综述[J]. 建筑科学与工程学报, 2011, 28(2): 1-7. Zhou Chaoyang, Tan Lei, Cheng Xiaonian. Review of research on rein-forced concrete beams shear-strengthened with FRP[J]. Journal of Archi-tecture and Civil Engineering, 2011, 28(2): 1-7.
[2] CECS 146-2003. 碳纤维片材加固混凝土结构技术规程[S]. 北京: 中国计划出版社, 2003. CECS 146-2003. Technical specification for strengthening concrete struc-tures with carbon fiber reinforced polymer laminate[S]. Beijing: China Planning Press, 2003.
[3] 李荣, 滕锦光. FRP加固混凝土结构[M]. 北京: 中国建筑工业出版社, 2005: 1-15. Li Rong, Teng Jinguang. Concrete structure strengthen with FRP[M]. Bei-jing: China Architecture & Building Press, 2005: 1-15.
[4] 欧阳煜, 王鹏, 张云超. 玄武岩纤维布加固钢筋混凝土梁受弯受剪承载力计算分析[J]. 工业建筑, 2007, 37(6): 24-27. Ouyang Yu, Wang Peng, Zhang Yunchao. Calculation and analysis of flex-ural and shear capacity of RC beams strengthened with BFRP sheets[J]. Industrial Construction, 2007, 37(6): 24-27.
[5] Teng J G, Lam L, Chen J F. Shear strengthening of RC beams with FRP composites[J]. Progress in Structural Engineering and Materials, 2004, 6 (3): 173-184.
[6] De Lorenzis L, Nnnai A. Shear strengthening of reinforced concrete beams with near-surface mounted fiber-reinforced polymer rods[J]. ACI Struc-ture Journal, 2001, 98(1): 60-68.
[7] 赵连会. FRP筋材嵌入法加固技术[J]. 河北工程技术高等专科学校学报, 2008(3): 26-28. Zhang Lianhui. Strengthening technique with near surface mounted FRP [J]. Journal of Hebei Engineering and Technical College, 2008(3): 26-28.
[8] 李荣, 滕锦光, 岳清瑞. FRP材料加固混凝土结构应用的新领域——嵌入式(NSM)加固法[J]. 工业建筑, 2004, 34(4): 5-10. Li Rong, Teng Jinguang, Yue Qingrui. A new technique for strengthening concrete structures near-surface mounted frp reinforcement[J]. Industrial Construction, 2004, 34(4): 5-10.
[9] 刘义. FRP筋材嵌入法加固钢筋混凝土梁的试验研究[D]. 杭州: 浙江大学, 2005. Liu Yi. Study on strengthening of RC beams with near surface mounted FRP rods[D]. Hangzhou: Zhejiang University, 2005.
[10] 赵晋, 张雪丽. CFRP板条加固钢筋混凝土梁的抗剪性能试验研究 [J]. 混凝土, 2007(11): 8-11. Zhao Jin, Zhang Xueli. Experimental study of shear characteristic of re-inforced concrete beams strengthened with CFRP laminates[J]. Con-crete, 2007(11): 8-11.
[11] 樊烽, 姚谏. 有腹筋RC梁表层嵌贴CFRP板的抗剪加固试验研究[J]. 科技通报, 2007, 23(4): 582-586. Fan Feng, Yao Jian. Experimental study on the shear behavior of rein-forced concrete beams with stirrups strengthened by near surface mount-ed CFRP strips[J]. Bulletin of Science and Technology, 2007, 23(4): 582-586.
[12] 陈莉, 崔士起, 成勃. 嵌贴CFRP板条加固混凝土梁抗剪性能试验研究[J]. 山西建筑, 2009, 35(13): 3-5. Chen Li, Cui Shiqi, Cheng Bo. The shear performance experimental study of concrete beam reinforced by onlay CFRP batten[J]. Shanxi Ar-chitecture, 2009, 35(13): 3-5.
[13] 张雪丽, 颜桂云. 内嵌碳纤维板条抗剪加固混凝土梁性能研究[J]. 福建工程学院学报, 2008, 6(6): 674-680. Zhang Xueli, Yan Guiyun. Shear characteristics of reinforced concrete beams with near-surface mounted carbon fiber reinforced plastic(CFRP) strips[J]. Journal of Fujian University of Technology, 2008, 6(6): 674-680.
[14] 贾庆扉. 混凝土梁表层嵌贴CFRP板条的抗剪加固试验研究[D]. 杭州: 浙江大学, 2006. Jia Qingfei. Experimental study on RC beams shear strengthened with NSM CFRP strips[D]. Hangzhou: Zhejiang University, 2006.
[15] 汪昕, 张继文, 吕志涛, 等. 槽形CFRP板条嵌入式增强混凝土梁受剪性能试验研究[J]. 土木工程学报, 2008, 41(8): 36-42. Wang Xin, Zhang Jiwen, Lü Zhitao, et al. Experimental study on the shear performance of RC beams strengthened with embedded grooveshape CFRP laminates[J]. China Civil Engineering Journal, 2008, 41(8): 36-42.
[16] Dias S J E, Barros J A O. Experimental behavior of RC beams shear strengthened with NSM CFRP laminates[J]. Strain, 2012, 48(1): 88-100.
[17] Rahal K N, Rumaih H A. Tests on reinforced concrete beams strength-ened in shear using near surface mounted CFRP and steel bars[J]. Engi-neering Structures, 2011, 33(1): 53-62.
[18] Rizzo A, De Lorenzis L. Behavior and capacity of RC beams strength-ened in shear with NSM FRP reinforcement[J]. Construction and Build-ing Materials, 2009, 23(4): 1555-1567.
[19] 许平, 姚谏. 钢筋混凝土梁表层嵌贴FRP抗剪加固研究进展[C]//第七届全国建设工程FRP 应用学术交流会. 杭州: 中国土木工程协会, 2011: 193-197. Xu Ping, Yao Jian. Progress of Studies on RC Beams Shear Strengthened with NSM FRP strips[C]//The 7th national construction engineering FRP application of academic communication. Hangzhou: China Civil Engi-neering Society, 2011: 193-197.
[20] Haskett M, Oehlers D, Wu C. Improved IC debonding resistance of em-bedded NSM FRP plates[C]//Asia-Pacific Conference on FRP in Struc-tures. Hong Kong: International Institute for FRP in Construction, 2007: 865-870.
[21] Bianco V. Shear strengthening of RC beams by means of NSM CFRP strips: Experimental evidence and analytical modellin[D]. Rome: Uni-versity of Rome, 2008.
[22] Barros J A O, Costa I G, Ventura-Gouveia A. CFRP flexural and shear strengthening technique for RC beams: Experimental and numerical re-search[J]. Advances in Structural Engineering, 2011, 14(3): 551-573.
[23] Dias S J E, Barros J A O. NSM shear strengthening technique with CFRP laminates applied in high-strength concrete beams with or without precracking[ J]. Composites Part B: Engineering, 2012, 43(2): 290-301.
[24] Barros J A O, Dalfre G M. Assessment of the effectiveness of the embed-ded through-section technique for the shear strengthening of reinforced concrete beams[J]. Strain, 2013, 49(1): 75-93.
[25] Valerio P, Ibell T J, Darby A P. Deep embedment of FRP for concrete shear strengthening[J]. Proceedings of the Institution of Civil Engineersstructures and Buildings, 2009, 162(5): 311-321.
[26] Dalfré G, Barros J A O. Steel bar-concrete bond behaviour in the context of the ETS shear strengthening technique for RC beams[J]. Ingeniería civil sostenible y urbanismo, 2013, 2(3): 15-29.
[27] Godat A, L'Hady A, Chaallal O, et al. Bond behavior of the ETS FRP bar shear-strengthening method[J]. Journal of Composites for Construction, 2012, 16(5): 529-539.
[28] Valerio P, Ibell T J, Darby A P. Shear assessment and strengthening of contiguous-beam concrete bridges using FRP bars[J]. ACI Special Publi-cation, 2005, 230-248.
[29] Chaallal O, Mofidi A, Benmokrane B, et al. Embedded through-section FRP rod method for shear strengthening of RC beams: Performance and comparison with existing techniques[J]. Journal of Composites for Con-struction, 2010, 15(3): 374-383.
[30] 成勃, 周群会, 赵林杰. 混凝土梁抗剪承载力加固新方法的试验研究 [J]. 建筑结构, 2012, 42(4): 144-147. Cheng Bo, Zhou Qunhui, Zhao Linjie. Experimental study on a new method to improve the shear capacity of concrete beams[J]. Building Structure, 2012, 42(4): 144-147.
