2CALZON J M. Rehabilitation and repair of structures using composite systems[J]. Composite Construction-Conventional and Innovative. Innsbruck, Austria, 1997 : 101-112.
3LEE J, FENVES G L. Plastic-damage model for cyclic loading of concrete struetures[J]. Journal of Engineering Mechanics, 1998,124 (8) : 892-900.
4LUBLINER J, OLIVER J, OLLER S, et al. A Plastic-Damage Model for Concrete [J]. International Journal of Solids and Structures, 1989,25 : 299-329.
5CEB-FIP, Model Code 90[S]. Lausanne, 1993.
6ODUYEMI T O S, WRIGHT H D. An experimental investigation into the behaviour of double-skin sandwich beams[J]. Journal of Construction Steel Research, 1989, (14) : 197-220.
7ASCE Task Committee on Concrete and Masonry Structure. State of the art report on finite element analysis of reinforced concrete[R]. ASCE, 1982.
8SILFWERBRAND J. Shear bond strength in repaired concrete structures [J]. Materials and Structures, 2003,36 : 419-424.
9SEIBLE F, LATHAM C T. Analysis and design models for structural concrete bridge deck overlays [J]. Journal of Structural Engineering, 1990, 116 (10) :2711-2728.
10EN 1992-1-1. Eurocode 2: Design of concrete structures[S].
