[1]Mahmoud T. EI-Mihilmy and Joseph W. Tedesco, Analysis of Reinforced Concrete Beams Strengthened with FRP Laminates [J]. Journal of Structural Engineering, 2000, (6):684-691.
[2]Alkhrdaji T., Nanni A., Chen G., et al. Upgrading the Transportation Infrastructure: Solid RC Decks Strengthened with FRP[J]. Concrete International, ACI, 1999, 21(10):37-41.
[3]Hogue T, Cornforth R C, Nanni A. Myriad Convention Center Floor System Reinforcement [J]. Proceedings of the FRPRCS-4, 1999, 1145-1161.
[4]Nanni A. Carbon FRP Strengthening: New Technology Becomes Mainstream [J]. Concrete International: Design and Construction, 1997, 19(6):19-23.
[5]Nanni A. Carbon Fibers in Civil Structures: Rehabilitation and New Construction [J]. Proc., The Global Outlook for Carbon Fiber, Intertech., San Antonio, Texas:2000.
[6]Tumialan G, Tinazzi D, Myers J, et al. Field Evaluation of Masonry Walls Strengthened with FRP Composites at the Malcolm Bliss Hospital[R]. Report CIES99-8, University of Missouri-Rolla, Rolla, MO. 1999.
[7]Gentile C, Rizkalla S. Flexural Strengthening of Timber Beams Using FRP[R]. Technical Rep, ISIS Canada Univ. of Manitoba Winnipeg, Manitoba, Canada: 1999.
[8]Triantafillou T. C. and Deskovic N. Innovative prestressing with FRP sheets: mechanics of short-term behavior [J]. Journal of Engineering Mechanics, ASCE, 1991, 117(1):1652-1672.
[9]Garden H. N. and Hollaway L. C. An experimental study of the failure modes of reinforced concrete beams strengthened with prestressed carbon composite plates[J]. Composites Part B, 1998,(29 B):411-424.
[10]Wu zhishen, Tomomasa Matsuzaki, Kimio Fukuzawa et al. Strengthening effect on RC Beams with Externally Prestressed Carbon Fiber Sheets[R].日本土木学会论文集[C], No. 641, 153-165, 2000,2(Japan).
基金
河南省教育厅自然科学研究项目(200656003)
{{custom_fund}}