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Volume 41 Issue 3
Dec.  2014
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Article Contents
Zhang Pu, Zhu Hong, Meng Shaoping, Wu Gang, Liu Xiaoyan. THEROTICAL ANALYSIS AND TEST RESEARCH ON HYBRID EFFECT OF CFRP /BFRP HYBRID FIBER[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 103-107,112. doi: 10.13204/j.gyjz201103020
Citation: Zhang Pu, Zhu Hong, Meng Shaoping, Wu Gang, Liu Xiaoyan. THEROTICAL ANALYSIS AND TEST RESEARCH ON HYBRID EFFECT OF CFRP /BFRP HYBRID FIBER[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 103-107,112. doi: 10.13204/j.gyjz201103020

THEROTICAL ANALYSIS AND TEST RESEARCH ON HYBRID EFFECT OF CFRP /BFRP HYBRID FIBER

doi: 10.13204/j.gyjz201103020
  • Received Date: 2010-03-25
  • Publish Date: 2011-03-20
  • To study the hybrid effect of hybrid fiber sheets and its constitutive relation,uniaxial tensile tests of 1CnB(1 layer of CFRP sheet hybrid with n layers of BFRP sheets) hybrid fibers sheets with different hybrid ratio and two mixed modes are studied in this paper.The results show that when the volume ratio of BFRP is low,its damage mode still manifests in the form of linear elastic.But with the improving of the BFRP /CFRP ratio,the rupture strain become higher and higher,constitutive curve begins to showyield point elongationand the phenomenon of multi-level rupture;failure process is more gentle and with a clear sign,showing a certain degree of ductility and the shortcoming of brittle fracture of single fiber is overcome.The hybrid mode also has impact on the fiber hybrid effect,and the sandwich mixed mode is better than the outer layer mixed mode.Based on the test results,a formula of hybrid effect factor is put forward by regression analysis.Formula of critical volume ratio is derived,and further the constitutive relation of hybrid fiber is proposed.
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  • [2] 徐波,宋焕成.混杂纤维复合材料的混杂效应[J].复合材料学报,1988,5(1):67-72.
    宋焕成,张佐光.混杂纤维复合材料[M].北京:北京航空航天大学出版社,1989.
    [3] 樊萍,晏雄.混杂纤维复合材料的研究进展[J].纺织科技进展,2008(1):20-22.
    [4] Wu Z S.Structural Strengthening and Integrity with Hybrid FRPComposites(Keynote Paper)[C]//Proceedings of the SecondInternational Conference on FRP Composites in Civil Engineering(CICE).2004:905-912.
    [5] 杨建中,熊光晶.高强玻璃纤维/碳纤维复合材料加固混凝土梁的抗弯性能试验研究[J].土木工程学报,2004,37(7):18-22.
    [6] Manders P W,Bader M G.The Strength of Hybrid Glass/CarbonFiber Composites[J].Journal of Materials Science,2008,8(16):2233-2245.
    [7] Manders P W,Bader M G.The Strength of Hybrid Glass/CarbonFibre Composites,Part2:A Statistical Model[J].Journal ofMaterials Science,1981,8(16):2246-2256.
    [8] Ladizesky N H,Ward I M,Phillips L N.Progress in Science andEngineering of Composites[C]//Proceedings of ICCM-IV.Tokyo:1982.
    [9] Zweben C.Tensile Strength of Hybrid Composites[J].Journal ofMaterials Science,1977(12):1325-1337.
    [10] 胡显奇,罗益锋,申屠年.玄武岩连续纤维及其复合材料[J].高科技纤维与应用,2002,27(2):1-5.
    [11] Thwe M M,Liao K.Durability of Bamboo-Glass Fiber ReinforcedPolymer Matrix Hybrid Composites[C]//International Conferenceon Materials for Advanced Technologies(ICMAT2001).2001:375-387.
    [12] Wu Z S,Wang X,Iwashita K.Development of High PerformanceStructures with Hybrid FRP Composites[C]//Proceedings of the10th International Symposium on Structural Engineering for YoungExperts(ISSEYE-10).2008:11-20.
    [13] Cao S H,Wu Z S,Wang X.Tensile Properties of CFRP andHybrid FRP Composites at Elevated Temperatures[J].Journal ofComposite Materials,2009,43(4):315-330.
    [14] ASTM Committee.Standard Test(2002)Standard Test Method forTensile Properties of Polymer Matrix Composite Materials[S].
    [15] 张志春.结构新型热固性FRP复合筋及其性能[D].哈尔滨:哈尔滨工业大学,2008.
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