3C.Schrijver,A.Herden,H.Khner.A time based model for the dielectric ageing ofFibre Reinforced Polymers(FRP)and itsverification in a numerical sim-ulation[].IEEE Annual Report-Conference on Electrical Insulation and Di-electric Phenomena.1996 被引量：1
4Young-Jun You,Young-Hwan Park,Hyeong-Yeol Kim,Ji-Sun Park.Hy-brid effect on tensile propertiesof FRP rodswith various material compositions[].Composite Structures.2007 被引量：1
5AMNON K,NETA B.Modeling the effect of high temperature on the bond of FRP reinforcing bars to concrete[].Cement and Concrete Composites.2000 被引量：1
6KalamkarovA L,MacDonald,D O,Fitzgerald S B,et al.Reliability assessment of pultruded FRP reinforcements with embedded fiber optic sensors[].Composite Structures.2000 被引量：1
4DEITZ D H, HARIK E,GESUND H. Physical Properties of Glass Fiber Reinforced Polymer Rebars in Compression [J]. Journal of Composites for Construction, 2003(11):363-366. 被引量：1
5EHSANI M R. Glass-Fiber Reinforcing Bars. Alternative Materials for the Reinforcement and Prestressing of Concrete [C]// J. L. Clarke, Blackie Academic & PROFESSIONAL, London: England, 1993:35-54. 被引量：1
6MALLICK P K. Fiber Reinforced Composite, Material, Manufacturing, and Design[C]// Marcell Deker Inc, New York: 1988. 被引量：1
7ACI Committee 440. Guide for the design and construction of concrete reinforced with FRP bars [R]. American Concrete Institute, 2001 : 1-10. 被引量：1
