THEROTICAL ANALYSIS AND TEST RESEARCH ON HYBRID EFFECT OF CFRP /BFRP HYBRID FIBER
-
摘要: 为了研究混杂纤维的混杂效应和本构关系,进行了1CnB混杂纤维布(1层CFRP布和n层BFRP布的混杂布)单轴拉伸试验研究,采用不同的混杂比和两种铺层方式。结果表明,BFRP层数较少时,破坏形式仍然表现为完全的线弹性;随着BFRP比例的提高,混杂纤维断裂应变不断提高,本构关系曲线上开始出现屈服平台和多级断裂的现象,破坏过程较为平缓,并有明显的预兆,表现出一定的延性,改变了单种纤维脆性破坏的缺点。纤维铺层方式也对混杂效应有影响,夹芯铺层的极限应变高于外层铺层。最后,通过对试验数据的回归分析给出混杂纤维的混杂效应系数计算公式,推导临界体积比,并进一步提出混杂纤维的本构关系。Abstract: 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.
-
Key words:
- CFRP /
- BFRP /
- hybrid effect /
- constitutive relation /
- hybrid effect factor /
- critical volume ratio
-
[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.
点击查看大图
计量
- 文章访问数: 75
- HTML全文浏览量: 4
- PDF下载量: 114
- 被引次数: 0