[1] 贺拴海,任 伟,赵小星.碳纤维布对具有初应力的钢筋混凝土梁抗剪加固试验[J].长安大学学报:自然科学版,2004,24(1):34-39.
HE Shuan-hai,REN Wei,ZHAO Xiao-xing.Experiments of Shear Capacity of RC Beam Bridges Rehabili-tated with CFRP Under Loading Case [J].Journal of Chang'an University:Natural Science Edition,2004,24(1):34-39.
[2] 滕锦光,陈建飞,史密斯S T,等.FRP加固混凝土结构[M].北京:中国建筑工业出版社,2005.
TENG Jin-guang,CHEN Jian-fei,SMITH S T,et al.FRP Strengthened RC Structures[M].Beijing:China Architecture & Building Press,2005.
[3] 邓宗才,张建军,杜修力.纤维布抗剪加固混凝土梁的研究与发展[J].高科技纤维与应用,2005,30(6):31-34,41.
DENG Zong-cai,ZHANG Jian-jun,DU Xiu-li.Research and Development of Shear in Concrete Beams Strengthened with Fiber Reinforced Plastic[J].Hi-tech Fiber & Application,2005,30(6):31-34,41.
[4] ISLAM M R,MANSUR M A,MAALEJ M.Shear Strengthening of RC Deep Beams Using Externally Bonded FRP Systems[J].Cement and Concrete Composites,2005,27(3):413-420.
[5] 赵 彤,谢 剑,戴自强.碳纤维布提高钢筋混凝土梁受剪承载力试验研究[J].建筑结构,2000,30(7):21-25.
ZHAO Tong,XIE Jian,DAI Zi-qiang.Experimental Study on Shear Strength of RC Beams Strengthened with Continuous CFS [J].Building Structure,2000,30(7):21-25.
[6] 欧阳煜,黄奕辉,钱在兹.玻璃纤维片材加固混凝土梁的抗剪试验研究[J].建筑结构,2002,32(10):46-49.
OUYANG Yu,HUANG Yi-hui,QIAN Zai-zi.Experimental Investigation and Analysis of Shear Behavior of RC Beam Strengthened with GFRP Sheet[J].Building Structure,2002,32(10):46-49.
[7] 孙海霞,任海东,黄承逵,等.纤维材料抗剪加固钢筋混凝土梁的影响因素与试验结果分析[J].混凝土,2004(6):40-43.
SUN Hai-xia,REN Hai-dong,HUANG Cheng-kui,et al.Analysis of the Influence Factors and Experiment Results on RC Beams Strengthened with FRP in Shear[J].Concrete,2004(6):40-43.
[8] 盛光复,赵艳红,张佳超,等.GFRP与CFRP加固T形截面RC外伸梁抗剪强度之比较[J].四川建筑科学研究,2005,31(6):65-68.
SHENG Guang-fu,ZHAO Yan-hong,ZHANG Jia-chao,et al.Comparison of Shear Strength of Canti-lever T Beams Strengthened with GFRP and CFRP[J].Sichuan Building Science,2005,31(6):65-68.
[9] 任迎春,盛光复.碳纤维加固混凝土外伸梁斜截面破坏形态浅析[J].山东建筑工程学院学报,2004,19(1):17-20.
REN Ying-chun,SHENG Guang-fu.Analysis on Failure Characteristics of Cantilever Beams Strengthened with CFRP in Negative Moment Area[J].Journal of Shandong University of Architecture and Engineering,2004,19(1):17-20.
[10] SCHUMAN P M,KARBHARI V M.Issues Related to Shear Strengthening HSAMPE[C]//SAMPE. Proceedings of the 48th International SAMPE Symposium and Exhibition.Long Beach:SAMPE,2003:2464-2478.
[11] 孙 哲,任海东,黄承逵.玻璃纤维片材用于加固钢筋混凝土梁抗剪试验研究[J].混凝土,2006(2):45-46,56.
SUN Zhe,REN Hai-dong,HUANG Cheng-kui.Experimental Study on Shear Strengthening of RC Beams with GFRP Sheets[J].Concrete,2006(2):45-46,56.
[12] TRIANTAFILLOU T C.Shear Strengthening of Reinforced Concrete Beams Using Epoxy-bonded FRP Composites[J].ACI Structural Journal,1998,95(2):107-115.
[13] KHALIFA A,NANNI A.Improving Shear Capacity of Existing RC T-section Beams Using CFRP Composites[J].Cement and Concrete Composites,2000,22(3):165-174.
[14] CHAALLAL O,SHAHAWY M,HASSAN M.Performance of Reinforced Concrete T-girders Strengthened in Shear with Carbon Fiber-reinforced Polymer Fabric[J].ACI Structural Journal,2002,99(3):335-343.
[15] BOUSSELHAM A,CHAALLAL O.Behavior of Reinforced Concrete T-beams Strengthened in Shear with Carbon Fiber-reinforced Polymer—an Experimental Study[J].ACI Structural Journal,2006,103(3):339-347.
[16] 吴 刚,安 琳,吕志涛.碳纤维布用于钢筋混凝土梁抗剪加固的试验研究[J].建筑结构,2000,30(7):16-20,51.
WU Gang,AN Lin,LU Zhi-tao.Experimental Investigation and Analysis on the Shear Strengthening for RC Beams Bonded with CFS[J].Building Structure,2000,30(7):16-20,51.
[17] 谭 壮,叶列平.纤维复合材料布加固混凝土梁受剪性能的试验研究[J].土木工程学报,2003,36(11):12-18.
TAN Zhuang,YE Lie-ping.Experimental Research on Shear Capacity of RC Beam Strengthened with Externally Bonded FRP Sheets[J].China Civil Engineering Journal,2003,36(11):12-18.
[18] 任海东,黄承逵,赵国藩,等.玻璃纤维布加固二次受力钢筋混凝土梁抗剪试验研究[J].大连理工大学学报,2004,44(3):425-430.
REN Hai-dong,HUANG Cheng-kui,ZHAO Guo-fan,et al.Experimental Research on Shear Strength-ening of Preloaded RC Beams with Externally Bonded GFRP Sheets[J].Journal of Dalian University of Technology,2004,44(3):425-430.
[19] 李松辉,赵国藩,王松根.CFRP 加固钢筋混凝土梁受剪承载能力实用计算方法[J].土木工程学报,2005,38(7):75-80.
LI Song-hui,ZHAO Guo-fan,WANG Song-gen.Shear Design Methodology for RC Beams Strengthened in Shear with CFRP[J].China Civil Engineering Journal,2005,38(7):75-80.
[20] 周英武,王苏岩.FRP 加固钢筋混凝土梁抗剪计算公式的对比分析[J].铁道科学与工程学报,2005,2(3):22-28.
ZHOU Ying-wu,WANG Su-yan.Analysis of Calculations of Shear Strengthening of RC Beams with Externally Bonded FRP[J].Journal of Railway Science and Engineering,2005,2(3):22-28.
[21] PELLEGRINO C,MODENA C.Fiber-reinforced Poly-
mer Shear Strengthening of Reinforced Concrete Beams:Experimental Study and Analytical Modeling[J].ACI Structural Journal,2006,103(5):720-728.
[22] 曹双寅,滕锦光,陈建飞,等.外贴纤维加固梁斜截面纤维应变分布的试验研究[J].土木工程学报,2003,36(11):6-11.
CAO Shuang-yin,TENG Jin-guang,CHEN Jian-fei,et al.Experimental Study on Strain Distribution in Externally Bonded FRP for Shear Strengthening of RC Beams[J].China Civil Engineering Journal,2003,36(11):6-11.
[23] DENIAUD C,CHENG J J R.Reinforced Concrete T-beams Strengthened in Shear with Fiber Reinforced Polymer Sheets[J].Journal of Composites for Construction,2003,7(4):302-310.
[24] ACI 440.2R-02,Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures[S].
[25] Fib Bulletin 2001,Externally Bonded FRP Reinforcement for RC Structures[S].
[26] TR 55,Design Guidance for Strengthening Concrete Structure Using Fiber Composite Materials[S].
[27] Design Manual No.4,Strengthening Reinforced Concrete Structures with Externally-bonded Fiber Reinforced Polymers[S].
[28] JSCE No.41,Recommendations for Upgrading of Concrete Structures with Use of Continuous Fiber Sheets[S].
[29] CNR-DT 200/2004,Instruction for Design,Execution and Control of Strengthening Intervention by Means of Fiber-reinforced Composites[S].
[30] 陆新征,叶列平,陈建飞,等.混凝土梁外贴FRP抗剪加固承载力计算[J].建筑结构,2006,36(9):31-36.
LU Xin-zheng,YE Lie-ping,CHEN Jian-fei,et al.Debonding Failure Strength in RC Beams Strengthened with FRP for Shear[J].Building Structure,2006,36(9):31-36.
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WANG Zuo-hu,LIU Jing-bo,DU Xiu-li.Research Progress of Size Effect on Reinforced Concrete Structures
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