PDF下载 分享
[1]龚永智,刘梦婷,李欢,等.CFRP加固既有损伤RC板梁抗弯试验研究[J].天津大学学报(自然科学版),2018,(12):1246-1252.[doi:10.11784/tdxbz201801064]
 Gong Yongzhi,Liu Mengting,Li Huan,et al.Flexural Behavior of Existing Damaged RC Plate Girders Strengthened with CFRP Sheets[J].Journal of Tianjin University,2018,(12):1246-1252.[doi:10.11784/tdxbz201801064]
点击复制

CFRP加固既有损伤RC板梁抗弯试验研究

参考文献/References:

[1] Al-Saidy A H, Saadatmanesh H, El-Gamal S, et al. Structural behavior of corroded RC beams with/without stirrups repaired with CFRP sheets[J]. Materials and Structures, 2016, 49(9):3733-3747.
[2] Al-Saidy A H, Al-Harthy A S, Al-Jabri K S, et al. Structural performance of corroded RC beams repaired with CFRP sheets[J]. Composite Structures, 2010, 92(8):1931-1938.
[3] 和超, 丁红岩, 范世平, 等. 纤维布加固无粘结预应力梁抗弯试验研究[J]. 天津大学学报, 2012, 45(11):969-975.
He Chao, Ding Hongyan, Fan Shiping, et al. Experimental research on bending capacity of concrete beams prestressed with unbounded tendons strengthened with fiber feinforced polymer[J]. Journal of Tianjin University, 2012, 45(11):969-975(in Chinese).
[4] Haddad R H. Hybrid repair configurations with CFRP composites for recovering structural performance of steel-corroded beams[J]. Construction & Building Materials, 2016, 124:508-518.
[5] Arduini M, Nanni A. Behavior of precracked RC beams strengthened with carbon FRP sheets[J]. Journal of Composites for Construction, 1997, 1(2):63-70.
[6] Dong J F, Wang Q Y, Zhu Y M. Experimental study on precracked RC beams strengthened with externally bonded CFRP sheets[J]. Advanced Materials Research, 2011, 150/151(5):842-846.
[7] Hawileh R, Altamimi A K, Abdalla J A, et al. Retrofitting pre-cracked RC beams using CFRP and epoxy injections[J]. Key Engineering Materials, 2011, 471/472:692-696.
[8] 李松辉, 赵国藩, 王松根. 粘贴碳纤维布加固钢筋混凝土预裂梁试验研究[J]. 土木工程学报, 2005, 38(10):88-92.
Li Songhui, Zhao Guofan, Wang Songgen. Experimental study on pre-cracked RC beams strengthened with CFRP [J]. China Civil Engineering Journal, 2005, 38(10):88-92(in Chinese).
[9] Jayaprakash J, Samad A A A, Abbasovich A A, et al. Shear capacity of precracked and non-precracked reinforced concrete shear beams with externally bonded bi-directional CFRP strips[J]. Construction & Building Materials, 2008, 22(6):1148-1165.
[10] Buyukozturk O, Hearing B. Failure behavior of precracked concrete beams retrofitted with FRP[J]. Journal of Composites for Construction, 1998, 2(3):138-144.
[11] 吴元周, 吕恒林, 方忠年, 等. 碳纤维布用量对劣化混凝土梁加固效果的影响[J]. 建筑材料学报, 2015, 18(6):1038-1044.
Wu Yuanzhou, Lü Henglin, Fang Zhongnian, et al. Influence of CFRP amount on the strengthening effect of deteriorated reinforced concrete beams[J]. Journal of Building Materials, 2015, 18(6):1038-1044(in Chinese).
[12] 庄宁, 王松, 孙洋波. 碳纤维(CFRP)布加固老化混凝土梁试验性能研究[J]. 混凝土, 2014(10):26-30.
Zhuang Ning, Wang Song, Sun Yangbo. Experimental analysis of old concrete beams reinforced with CFRP sheet[J]. Concrete, 2014(10):26-30(in Chinese).
[13] 褚云朋, 姚勇, 贾彬, 等. CFRP布加固损伤混凝土空心板抗弯试验研究[J]. 建筑科学, 2016, 32(1):70-75.
Chu Yunpeng, Yao Yong, Jia Bin, et al. Experimental study on the bending of damaged RC hollow core slabs strengthened with CFRP[J]. Building Science, 2016, 32(1):70-75(in Chinese).
[14] 张劲松. 碳纤维加固钢筋混凝土梁、板受弯性能的试验研究[D]. 重庆:重庆大学, 2007.
Zhang Jinsong. The Experimental Study of the Carbon Fiber Strengthening Reinforced Concrete Beams and Slabs Bending Properties[D]. Chongqing:Chongqing University, 2007(in Chinese).
[15] 李艳, 潘景龙. CFRP加固钢筋混凝土梁端部剥离破坏的试验研究[J]. 哈尔滨工业大学学报, 2005, 37(5):687-690.
Li Yan, Pan Jinglong. Experimental research on debonding failure of plate-end of RC beam strengthened with CFRP[J]. Journal of Harbin Institute of Technology, 2005, 37(5):687-690(in Chinese).
[16] Khalifa A, Nanni A. Improving shear capacity of existing RC T-section beams using CFRP composites[J]. Cement & Concrete Composites, 2000, 22(3):165-174.
[17] 孙彬, 牛荻涛, 王庆霖. 锈蚀钢筋混凝土梁抗弯承载力计算方法[J]. 土木工程学报, 2008, 41(11):1-6.
Sun Bin, Niu Ditao, Wang Qinglin. Calculation method for flexural capacity of corroded RC beams[J]. China Civil Engineering Journal, 2008, 41(11):1-6(in Chinese).
[18] JTGD62—2004公路钢筋混凝土及预应力混凝土桥涵设计规范[S]. 北京:人民交通出版社, 2004:24-32.
JTGD62—2004Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts[S]. Beijing:China Communication Press, 2004:24-32(in Chinese).
[19] GB50367—2013混凝土结构加固设计规范[S]. 北京:中国建筑工业出版社, 2013:76-80.
GB50367—2013Code for Design of Strengthening Concrete Structure[S]. Beijing:China Building Industry Press, 2013:76-80(in Chinese).
[20] JTGTJ22—2008公路桥梁加固设计规范[S]. 北京:人民交通出版社, 2008:42-45.
JTGTJ22—2008Specifications for Strengthening Design of Highway Bridge[S]. Beijing:China Communication Press, 2008:42-45(in Chinese).
[21] CECS146—2003碳纤维片材加固修复混凝土结构技术规程(2007)[S]. 北京:中国计划出版社, 2007:8-14.
CECS146—2003Technical Specification for Streng-thening Concrete Structures with Carbon Fiber Reinforce Polymer Laminate(2007)[S]. Beijing:China Planning Publishing House, 2007:8-14(in Chinese).

备注/Memo

收稿日期: 2018-01-14; 修回日期: 2018-04-27.
作者简介: 龚永智(1978—), 男, 博士, 副教授, gyzh@yahoo.cn.
通讯作者: 刘梦婷, mtliuu@163.com.
基金项目: 国家自然科学基金资助项目(51308550).
Supported by the National Natural Science Foundation of China(No.,51308550).

更新日期/Last Update: 2018-12-10