TOUTANJI H,ZHAO L,ZHANG Y. Flexural Behavior of Reinforced Concrete Beams Externally Strengthened with CFRP Sheets Bonded with An Inorganic Matrix[J]. Engineering Structures,2006,28(4):557-566.
[2]
EI-HACHA R,GREEN M F,WIGHT R G. Flexural Behavior of Concrete Beams Strengthened with Pre-stressed Carbon Fiber Reinforced Polymer Sheets subjected to Sustained Loading and Low Temperature[J]. Canadian Journal of Civil Engineering,2004,31(2):239-252.
[3]
SI-LARBI A,Agbossou A,Ferrier E,et al. Strengthening RC Beams with Composite Fiber Cement Plate Reinforced by Prestressed FRP Rods: Experimental and Numerical Analysis[J]. Composite Structures,2012,94(3): 830-838.
[4]
XUE W,TAN Y,ZENG L. Flexural Response Predictions of Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates[J]. Composite Structures,2010,92(3):612-622.
[5]
尚守平,彭晖,童桦,等.预应力碳纤维布材加固混凝土受弯构件的抗弯性能研究[J].建筑结构学报,2003, 24(5):24-30. SHANG Shou-ping,PENG Hui,TONG Ha,et al. Study of Strengthening Reinforced Concrete Beam using Prestressed Carbon Fiber Sheet[J]. Journal of Building Structures,2003,24(5):24-30.
[6]
叶列平,庄江波,曾攀,等.预应力碳纤维布加固钢筋混凝土T形梁的试验研究[J].工业建筑,2005,35(8):7-12.YE Lie-ping,ZHUANG Jiang-bo,ZENG Pan,et al. Experimental Study on Reinforced Concrete T-beams Strengthened with Prestressed CFRP Sheets [J]. Industrial Construction,2005,35(8):7-12.
[7]
尚守平,彭晖,曾令宏. 预应力碳纤维布材加固混凝土梁受弯性能非线性分析[J]. 工程力学,2006,23(11): 85-90. SHANG Shou-ping,PENG Hui,ZENG Ling-hong. Non-linear Analysis of Reinforced Concrete Beam Strengthened with Prestressed Carbon Fiber Reinforced Plastic Sheet Subject to Bending [J]. Engineering Mechanics,2006,23(11):85-90.
[8]
彭晖,尚守平.预应力碳纤维板加固受弯构件的试验研究[J]. 工程力学,2008,25(5):142-151.PENG Hui,SHANG Shou-ping. Experimental Study of Reinforced Concrete Beam with Prestressed CFRP Plate [J]. Engineering Mechanics,2008,25(5):142-151.
[9]
李春良,程永春. 碳纤维布加固钢筋混凝土梁的预应力控制过程[J]. 吉林大学学报:工学版,2008,38(2): 393-398. LI Chun-liang,CHENG Yong-chun. Pre-tension Control of Reinforced Concrete Beam Strengthened with CFRP Sheets[J]. Journal of Jilin University:Engineering and Technology Edition,2008,38(2):393-398.
[10]
杨勇新,李庆伟,岳清瑞. 预应力碳纤维布加固混凝土梁预应力损失试验研究[J]. 工业建筑,2006,36(4):5-8. YANG Yong-xin,LI Qing-wei,YUE Qing-rui. Experimental Research on Prestress Loss in Technique of Concrete Structure Strengthened with Pre-stressed CFRP Sheets [J]. Industrial Construction,2006,36(4): 5-8.
[11]
钱伟,高丹盈. 预应力碳纤维加固钢筋混凝土梁正截面承载力计算方法[J]. 建筑科学,2006,22(5):10-14. QIAN Wei,GAO Dan-ying. Calculation of Flexural Bearing Capacity of Reinforced Concrete Beams Strengthened by Using Prestressed CFRP Sheets[J]. Building Science,2006,22(5):10-14.
[12]
CHAHROUR A, SOUDKI K. Flexural Response of Reinforced Concrete Beams Strengthened with End-anchored Partially Bonded Carbon Fiber-reinforced Polymer Strips[J].Journal of Composites for Construction,2005,9(2):170-177.
[13]
叶华文,UMMENHOFER T,强士中. 预应力 CFRP 板加固钢梁抗弯疲劳试验研究[J]. 公路交通科技,2009,26(12),50-55.YE Hua-wen,UMMENHOFER T,QIANG Shi-zhong. Experimental Study of Flexural Fatigue Performance of Steel Girder Reinforced by Prestressed CFRP Plate[J]. Journal of Highway and Transportation Research and Development,2009,26(12):50-55.
[14]
PLEVRIS N,TRIANTAFILLOU T C,VENEZIANO D. Reliability of RC Members Strengthened with CFRP Laminates [J]. Journal of Structural Engineering,1995, 121(7):1037-1044.
[15]
OKEIL A M,EI-TAWIL S,SHAHAWY M. Flexural Reliability of Reinforced Concrete Bridge Girders Strengthened with Carbon Fiber-reinforced Polymer Laminates[J]. Journal of Bridge Engineering,2002,7(5): 290-299.
[16]
PHAM H B,AL-MAHAIDI R. Reliability Analysis of Bridge Beams Retrofitted with Fiber Reinforced Polymers[J]. Composite Structures,2008,82(2):177-184.
[17]
孙晓燕,黄承逵,孙保沭. 既有桥梁外贴纤维布加固后可靠度分析[J]. 东南大学学报:自然科学版,2005, 35(3):427-432. SUN Xiao-yan,HUANG Cheng-kui,SUN Bao-mu. Time-dependent Reliability Analysis of Existing Bridges Strengthened with FRP Laminates[J]. Journal of Southeast University:Natural Science Edition,2005,35(3): 427-432.
[18]
卢少微,谢怀勤. CFRP 加固 RC 梁抗弯可靠度设计方法研究[J]. 应用基础与工程科学学报,2007,15(4): 517-523. LU Shao-wei,XIE Huai-qin. Design Method Researching of Flexural Reliability for CFRP-Strengthened RC Beams[J]. Journal of Basic Science and Engineering,2007,15(4):517-523.
[19]
尚守平,吴建任,张毛心,等. 预应力碳纤维板加固系统的预应力损失试验[J]. 公路交通科技,2012,29(1):70-74.SHANG Shou-ping,WU Jian-ren,ZHANG Mao-xin,et al. Experimental Study on Prestress Loss of Strengthening System of Prestressed CFRP Plate[J]. Journal of Highway and Transportation Research and Development,2012,29(1):70-74.
[20]
何政,黄永春. 应用Monte Carlo—JC法评估FRP加固RC梁受弯承载力可靠度. 复合材料学报,2007,24(1):116-121. HE Zheng,HUANG Yong-chun. Application of Monte Carlo-JC Method to the Reliability Assessment of Flexural Capacity of RC Beams Strengthened with FRP[J]. Acta Materiae Compositae Sinica,2007,24(1):116-121.
[21]
OKABE T,TAKEDA N. Size Effect on Tensile Strength of Unidirectional CFRP Composites-experiment and Simulation[J]. Composites Science and Technology,2002,62(15):2053-2064.
[22]
OKEIL A M,EI-TAWIL S,SHAHAWY M. Short-term Tensile Strength of Carbon Fiber-reinforced Polymer Laminates for Flexural Strengthening of Concrete Girders[J]. ACI Structural Journal,2001,98(4):470-478.
[23]
HARLOW D G,PHOENIX S L. Probability Distributions for the Strength of Composite Materials II:A Convergent Sequence of Tight Bounds[J]. International Journal of Fracture,1981,17(6):601-630.
[24]
ELLINGWOOD B. Development of a Probability based Load Criterion for American National Standard A58:Building Code Requirements for Minimum Design Loads in Buildings and Other Structures[M]. US Department of Commerce,1980:222-223.
[25]
刘扬,彭晖,尚守平. 预应力 CFRP 加固钢筋混凝土受弯构件的抗力概率模型研究[J]. 工程力学,2012,29(7):107-116.LIU Yang,PENG Hui,SHANG Shou-ping. Probability Model of the Flexural Resistance of Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates [J]. Engineering Mechanics,2012,29(7):107-116.
[26]
李扬海,鲍卫刚.公路桥梁结构可靠度与概率极限状态设计[M].北京:人民交通出版社,1997:203-209.LI Yang-hai,BAO Wei-gang. Design of Structural Reliability and Probabilistic Limit State of Highway Bridge [M]. Beijing:China Communications Press,1997:203-209.
[27]
刘扬,张建仁,余志武.大跨度混凝土斜拉桥拉索施工期的可靠度分析[J]. 中国公路学报,2007,20(3):41-47. LIU Yang,ZHANG Jian-ren,YU Zhi-wu. Reliability Analysis of Stay Cables for Long-span Concrete Cable-stayed Bridges during Construction [J]. China Journal of Highway and Transport,2007,20(3):41-47.
