ACI Committee 440.State-of-the-Art-Report on Fiber Reinforced Plastic(FRP) Reinforcement for Concrete Structures.ACI 440R-96,America: American Concrete Institute,2002.
[2]
KELLER T. Use of fibre reinforced polymers in bridge construction[M]. Zurich: International Association for Bridge and Structural Engineering,2003:1-131.
[3]
HAYASHI T. On the improvement of mechanical properties of composites by hybrid composition//Proceedings of the 8th International Reinforced Plastics Conference,Brighten:UK,1972.
[4]
PALACZ M, KRAWCZUK M. Vibration parameters for damage detection in structures[J]. Journal of Sound and Vibration, 2002, 249 (5):999-1010.
[5]
张大兴,张佐光. CF/GF多向混杂纤维复合材料拉伸特性研究[J]. 新型碳材料, 1997,(2):30-33.ZHANG Da-xing, ZHANG Zuo-guang. Tensile character of CF/GF multi-directional hybrid composites [J]. New Carbon Materials, 1997,(2):30-33.
[6]
张大兴,张佐光. CF/GF、CF/KF混杂纤维复合材料混杂效应实验与分析[J]. 新型碳材料,1997,(3):46-51.ZHANG Da-xing, ZHANG Zuo-guang. Experiments and analyseson hybrid effects of CF/GF and CF/KF hybrid composites[J]. New Carbon Materials,1997,(3):46-51.
[7]
BHATIA N M. Strength and fracture characteristics of graphite-glass intraply hybrid composites//Composite Materials: Testing and design(6th conference).America: American Society for Testing and Materials,1982:183-199.
[8]
PARK R, JANG J. Impact behavior of aramid fiber/glass fiber hybrid composite: Evaluation of four-layer hybrid composites[J]. Journal of Materials Science, 2001,36:2359-2367.
[9]
MAKSIMOV R D, PLUME E. Long-term creep of hybrid aramid/glass-fiber-reinforced plastics[J]. Mechanics of Composite Materials, 2001,37(4):271-280.
[10]
CAVATORTA M P. A comparative study of the fatigue and post-fatigue behavior of carbon-glass/epoxy hybrid RTM and hand lay-up composites[J]. J Mater Sci, 2007,42:8636-8644.
[11]
ROUT J. The influence of fibre treatment on the performance of coirpolyester composites[J]. Composites Science and Technology, 2001, 61:1303-1310.
[12]
MANDERS P W, BANER M G. The strength of hybrid glass/carbon fibre composites, Part 1: Failure strain enhancement and failure mode[J]. Journal of Materials Science, 1981,16:2233-2245.
[13]
MANDERS P W, BANER M G. The strength of hybrid glass/carbon fibre composites, Part 2: A statistical model[J]. Journal of Materials Science, 1981,16:2246-2256.
[14]
MAROM G, FISCHER S, TULER F R. Hybrid effects in composites: Conditions for positive or negative effects versus rule-of-mixtures behaviour[J]. Journal of Materials Science, 1978, 13:1419-1426.
[15]
范赋群, 曾庆敦, 黄小清. 复合材料的统计断裂理论[J]. 力学与实践, 2000, 22(2):1-5. FAN Fu-qun, ZENG Qing-dun, HUANG Xiao-qing. Probabilistic fracture theories for composites[J]. Mechantics In Engineering, 2000, 22(2):1-5.
HISAO F, CHOU T W, HIROSHI F. Probabilistic strength analyses of interlaminated hybrid composites[J]. Composites Science and Technology, 1989, 35:331-345.
[18]
NORDIN H, TALJSTEN B. Testing of hybrid FRP composite beams in bending[J]. Compos Part B: Eng, 2004, 35(1):27-33.
[19]
陈汝训. 混杂纤维复合材料受拉构件的最优混杂比研究[J]. 固体火箭技术, 2005, 28(3):219-221. CHEN Ru-xun. Study on optimal hybrid ratio of hybrid fiber composite tension member[J]. Journal of Solid Rocket Technology, 2005, 28(3):219-221.
邓宗才. 耐碱玻璃纤维及其混杂纤维混凝土的弯曲疲劳特性[J]. 建筑科学与工程学报, 2008, 25(2):64-67. DEND Zong-cai. Flexural fatigue behavior of alkali resistant glass fiber and its hybrid fibers reinforced concrete[J]. Journal of Architecture and Civil Engineering, 2008, 25(2):64-67.
[22]
张小冬, 王耀杰, 邓宗才. 混杂纤维片材拉伸性能研究[J]. 国防交通工程与技术, 2010, 8(1):21-25. ZHANG Xiao-dong, WANG Yao-jie, DENG Zong-cai. An experimental study of the tensile properties of IHFRP[J]. Traffic Engineering and Technology for National Defence, 2010, 8(1):21-25.
[23]
赵洪凯, 钱春香, 周效谅, 等. 拉挤工艺成型连续纤维增强热塑性FRP的性能研究[J]. 化学建材, 2006,22(1):23-25. ZHAO Hong-kai, QIAN Chun-xiang, ZHOU Xiao-liang, et al. Study of properties of continuous fiber reinforced thermoplastic FRP molded by pultrusion[J]. Chemical Materials for construction, 2006,22(1):23-25.
[24]
HAYES M D, LESKO J J. Failure analysis of a hybrid composite structural beam[J]. Composites: Part A, 2007, 38:691-698.
[25]
BARJASTEH E, BOSZE E J, TSAIY I. Thermal aging of fiberglass/carbon-fiber hybrid composites[J]. Composites: Part A, 2009, 40:2038-2045.
[26]
DESKOVIC N, TRIANTAFILLOU T C.Innovative design of FRP combined with concrete: short term behavior[J]. Journal of Structural Engineering,1995,121:1069-78.
[27]
PEDRO J D, JOAQUIM A O, JOSE M, et al. Development of a pedestrian bridge with GFRP profiles and fiber reinforced self-compacting concrete deck[J]. Composite Structures, 2011,93:2969-2982.
[28]
SORINA T G, SAFONOY A A, KHAIRETDINOY A K H. Pecularities of using carbon glass-reinforced plastic in pultrusion composite profiles for bridge engineering[J]. Journal of Machinery Manufacture and Reliability, 2010,39(1):47-51.
[29]
GURURAJA M N, HARI A N. A review on recent applications and future prospectus of hybrid composites[J]. International Journal of Soft Computing and Engineering (IJSCE), 2012,1(6):352-355.
[30]
ARVID H, BJORN T, MASOUD M. Large scale hybrid FRP composite girders for use in bridge structures-theory, test and field application[J]. Composites: Part B, 2005,36:573-585.
[31]
SCHUYLER W J, MELZER J E. Integrated headgear for the future force warrior: results of the first field evaluations//Head and Helmet-Mounted Displays XII: Design and Applications, Orlando, Florida, USA, 2007.
