[ 1 ] Jirawattanasomkul T, Zhang D, Ueda T. Prediction of the post-peak behavior of reinforced concrete columns with and without FRP-jacketing. Eng Struct 2013;56:1511–26. 链接1

[ 2 ] Anggawidjaja D, Ueda T, Dai J, Nakai H. Deformation capacity of RC piers wrapped by new fiber-reinforced polymer with large fracture strain. Cem Concr Compos 2006;28(10):914–27. 链接1

[ 3 ] Ueda T, Dai J. Interface bond between FRP sheets and concrete substrates: properties, numerical modeling and roles in member behaviour. Prog Struct Eng Mater 2005;7(1):27–43. 链接1

[ 4 ] Dai J, Ueda T, Sato Y. Unified analytical approaches for determining shear bond characteristics of FRP-concrete interfaces through pullout tests. J Adv Concr Technol 2006;4(1):133–45. 链接1

[ 5 ] Dai J, Ueda T, Sato Y. Development of the nonlinear bond stress-slip model of fiber reinforced plastics sheet-concrete interfaces with a simple method. J Compos Constr 2005;9(1):52–62. 链接1

[ 6 ] Krintrakul N, Ueda T, Takahashi J, Fujima S, Furuuchi H. Improvement of debonding strength with consideration of adhesive layer property and its FEM analysis. J Struct Eng A 2016;62A:23–31. Japanese. 链接1

[ 7 ] Qian Y, Zhang D, Ueda T. Interfacial tensile bond between substrate concrete and repairing mortar under freeze-thaw cycles. J Adv Concr Technol 2016;14 (8):421–32. 链接1

[ 8 ] Shrestha J, Ueda T, Zhang D. Effect of primer and surface preparation on the FRPconcrete bond. In: Proceedings of the 7th International Conference on FRP Composites in Civil Engineering; 2014 Aug 22–24; Vancouver, BC, Canada; 2014. 链接1

[ 9 ] Zhang D, Ueda T, Furuuchi H. Fracture mechanisms of polymer cement mortar: concrete interfaces. J Eng Mech 2013;139(2):167–76. 链接1