Effect of aging on bond of GFRP bars embedded in concrete
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[1] Amnon Katz,et al. THE EFFECT OF MATERIAL DEGRADATION ON BOND PROPERTIES OF FIBER REINFORCED PLASTIC REINFORCING BARS IN CONCRETE , 1998 .
[2] M L Porter,et al. ACCELERATED AGING DEGRADATION OF GLASS FIBER COMPOSITES , 1998 .
[3] Peng Wang,et al. Durability of Glass Fiber-Reinforced Polymer Reinforcing Bars in Concrete Environment , 2002 .
[4] Kypros Pilakoutas,et al. Bond Behavior of Fiber Reinforced Polymer Bars under Direct Pullout Conditions , 2004 .
[5] R. Okelo,et al. Bond Strength of Fiber Reinforced Polymer Rebars in Normal Strength Concrete , 2005 .
[6] Julio F. Davalos,et al. Durability Prediction for GFRP Reinforcing Bars using Short-Term Data of Accelerated Aging Tests , 2006 .
[7] Carol K. Shield,et al. Development Length of Glass Fiber-Reinforced Polymer Bars in Concrete , 2006 .
[8] T. Keller,et al. Long-Term Compression Performance of a Pultruded GFRP Element Exposed to Concrete Pore Water Solution , 2007 .
[9] V. Karbhari,et al. Durability of Pultruded E-Glass/Vinylester under Combined Hygrothermal Exposure and Sustained Bending , 2007 .
[10] Julio F. Davalos,et al. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures , 2007 .
[11] Julio F. Davalos,et al. Effect of FRP bar degradation on interface bond with high strength concrete , 2008 .