Effect of High Temperature on Bond Strength of FRP Rebars
暂无分享,去创建一个
[1] K. Hasuo,et al. Practical Application and Performance of PPC Beams Reinforced With Braided FRP Bars , 1993, SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium.
[2] Teruyuki Nakatsuji,et al. Research and Development of Grid Shaped FRP Reinforcement , 1993 .
[3] Lawrence C. Bank,et al. Use of Thermogravimetric Analysis to Develop Accelerated Test Methods to Investigate Long-Term Environmental Effects on Fiber-Reinforced Plastics , 1997 .
[4] Lawrence C. Bank,et al. Accelerated Test Methods to Determine the Long-Term Behavior of Composite Highway Structures Subject to Environmental Loading , 1998 .
[5] L. Greszczuk. Theoretical Studies of the Mechanics of the Fiber-Matrix Interface in Composites , 1969 .
[6] Joel Fried,et al. Polymer Science and Technology , 1995 .
[7] R. Wolff,et al. GLASS FIBRE PRESTRESSING SYSTEM , 1993 .
[8] A. Shimizu,et al. Tensile Strength of Continuous Fiber Bar Under High Temperature , 1993, SP-138: Fiber-Reinforced-Plastic Reinforcement for Concrete Structures - International Symposium.
[9] Collapse of continuous fibre composite beams at elevated temperatures , 1995 .
[10] C. L. Mantell,et al. Engineering Materials Handbook , 1958 .
[11] Amnon Katz,et al. THE EFFECT OF MATERIAL DEGRADATION ON BOND PROPERTIES OF FIBER REINFORCED PLASTIC REINFORCING BARS IN CONCRETE , 1998 .