[1] 叶列平, 冯鹏. FRP在工程结构中的应用与发展. 土木工程学报, 2006, 39(3): 24-36.
[2] Robert M, Cousin P, Benmokrane B. Durability of GFRP reinforcing bars embedded in moist concrete. Journal of Composite for Construction, 2009, 13(2): 66-73.
[3] X.J. HE, J.N. YANG, C.E. Bakis. Tensile Strength Characteristics of GFRP Bars in Concrete Beams with Work Cracks under Sustained Loading and Severe Environments. Journal of Wuhan University of Technology (Material Science Edition), 2013, (5): 934-937.
[4] Micelli F, Nanni A. Durability of FRP rods for concrete structures. Construction and Building Materials, 2004, 18(7): 491-503.
[5] Dejke V. Durability and service life prediction of GFRP for concrete reinforcement. Fibre-reinforced Plastics for Reinforced Concrete Structures, FRPRCS-5, Thomas Telford, 2001. 505-516.
[6] 李趁趁, 于爱民, 王英来. 模拟混凝土碱性环境下FRP筋的耐久性. 建筑科学, 2013, 29(1): 47-51.
[7] 王伟, 薛伟辰. 碱环境下GFRP筋拉伸性能加速老化试验研究. 建筑材料学报, 2012, 15(6): 760-766.
[8] 薛伟辰, 王伟, 付凯. 碱环境下不同应力水平GFRP筋抗拉性能试验. 复合材料学报, 2013, 30(6): 67-75.
[9] 付凯, 薛伟辰. 人工海水环境下GFRP筋抗拉性能加速老化试验. 建筑材料学报, 2014, 17(1): 35-41.
[10] 张新越, 欧进萍. FRP筋酸碱盐介质腐蚀与冻融耐久性试验研究. 武汉理工大学学报, 2007, 29(1): 33-46.
[11] Mukherjee A., Arwikar S J. Performance of glass fiber reinforced polymer reinforcing bars on tropical environments. ACI Structural Journal, 2005, 102(6): 16-22.
[12] Katsuki F, Uomoto T. Prediction of deterioration of FRP rods due to alkali attack. Proceedings of the Second International Symposium, 1995. 83-89.
[13] 代力, 何雄君, 杨文瑞, 等. 考虑初始裂缝的GFRP筋混凝土梁受弯性能试验. 武汉理工大学学报, 2014, 36(9):85-89.
[14] Chen Y, Davalos J F, Ray I, et al. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures. Composite Structures, 2007, 78(1): 101-111.
[15] ACI 440.3R-04, Guide test methods for fibre-reinforced polymers (FRPs) for reinforcing or strengthening concrete structures.
[16] 黄利频, 郑建岚. 测试混凝土孔溶液的pH值研究混凝土的碳化性能. 福州大学学报(自然科学版), 2012, 40(6): 794-799. |