学术论文：
主要期刊论文
1）李贵炳，张爱晖，金伟良，持载下外贴CFRP加固RC梁抗弯性能研究，浙江大学学报（工学版），2005, V39(1)，73-78;（EI）
2）李贵炳，张爱晖，金伟良，RC梁加固时的既有荷载对其抗弯性能的影响，土木工程学报，2006, V39(1), 13-20;(EI)
3）张爱晖，李贵炳，金伟良，预载水平及剪/弯承载力对剥离破坏的影响,建筑结构学报，2007;(EI)
4）Zhang AH, Jin WL, Li GB. Behavior of Preloaded RC Beams Strengthened with CFRP Laminates, Journal of Zhejiang University, SCIENCE A, 2006, V7(3), 436-444;(SCI)
5）Guibing Li, Aihui Zhang, Yugang Guo. Effect of Preload Level on Flexural Load-carrying Capacity of RC Beams Strengthened by Externally Bonded FRP Sheets. Open Civil Engineering Journal, 2015, Vol.9, pp.426-434, (EI);
6）Guibing Li, Aihui Zhang, and Jin Weiliang. Effect of shear resistance on flexural debonding load-carrying capacity of CFRP-strengthened RC beams. Polymers, 2014, Vol.6(5), 1366-1380, (SCI);
7）Guibing Li, Aihui Zhang, and Yugang Guo. Debonding-Related Strain Limits for Externally Bonded FRP Sheets in Flexurally Strengthened Reinforced Concrete Beams. Open Civil Engineering Journal, 2013, Vol. 7, pp. 58-67; (EI)
8）Li G.B., Guo Y.G., Sun X.Y. Investigation on flexural performance of RC beams flexurally strengthened by side-bonded CFRP laminates. Open Civil Engineering Journal, 2012, Vol. 6, pp. 26-32; (EI)
主要会议论文
1）Li GB, Zhang AH, Jin WL. Predicting deflection of retrofitted reinforced concrete beams, 9thInternational Symposium on Structural Engineering for Young Experts, 2006, VOL.1: 858-864;(ISTP)
2）Li Guibing. Experimental studay on debonding mechanism in FRP-strengthened Rineforceed Concrete beams, the Second International Conference on Structural Condition Assessment, Monitoring and Improvement (SCAMI-2),2007;(ISTP)
3）Li Guibing. Effect of Shear-to-flexural strength ratio on debonding failure in CFRP-strengthened reinforced concrete beams, the Second International Conference on Structural Condition Assessment, Monitoring and Improvement (SCAMI-2), 2007;(ISTP)
4）Li Guibing, Zhang Auihui, Guo Yugang. Safety Testing and Assessment of Existing Reinforced Concrete Plate Girder Bridges Before and After Rehabilitation. International Symposium on Safety Science and Technology, 2010, Hangzhou. (EI/ISTP)
5）Li G.B., Guo Y.G., Sun X.Y. Evaluation of main code models for predicting flexural load-bearing capacity against intermediate crack-induced debonding in FRP-strengthened RC beams. Applied Mechanics and Materials, 2011, Vol. 71, pp. 1465-1468; (EI)
6）Li G.B., Sun xiaoyan, Guo yugang. Experimental investigation on first crack strength and crack width of reinforced concrete beams by side-bonding CFRP sheets. Advanced Materials Research, 2011, Vol. 194, pp.1449-1452; (EI)
7）Li G.B., Guo Y.G. Deflection Prediction of FRP-strengthened reinforced concrete beams. Advanced Materials Research, 2011,Vol. 243, pp. 621-624; (EI)
8）Li G.B., Guo Y.G., Sun X.Y. Evaluation of allowable FRP tensile strain in main codes for mitigation of debonding failure in FRP-strengthened RC beams. Applied Mechanics and Materials, 2011, Vol. 71, pp. 1469-1472; (EI)
9）Li G.B., Guo Y.G., Sun X.Y. Assessment of main models for predicting debonding load-bearing capacity against intermediate crack-induced debonding failure in FRP-strengthened RC beams. Advanced Materials Research, 2011, Vol. 311, pp. 1941-1944; (EI)
10）Li G.B., Guo Y.G., Sun X.Y. Investigation on intermediate crack induced debonding failure of FRP laminates in flexurally FRP-strengthened RC beams. Advanced Materials Research, 2011, Vol. 243, pp. 641-644; (EI)
11）Li G.B., Guo Y.G., Sun X.Y. Assessment of proposed models for determining allowable FRP tensile strain for mitigation of debonding failure in FRP-strengthened RC beams. Advanced Materials Research, 2011, Vol. 311, pp. 1945-1948; (EI) |
