延性纤维增强混凝土单轴拉伸性能试验研究*
- 摘 要
-
寇佳亮1,2,邓明科1,梁兴文1(1 西安建筑科技大学土木工程学院,西安 710055;2 西安理工大学土木建筑工程学院, 西安 710048)[摘要]选用5种不同的PVA纤维配制延性纤维增强混凝土,对其进行单轴拉伸性能试验,测得材料的立方体抗压强度、密度和拉伸应力-应变全曲线。通过试验对比分析发现,掺加不同PVA纤维的延性纤维增强混凝土的拉伸应力-应变曲线均具有一定的应变硬化特性;不同PVA纤维性能对初裂应力-应变、峰值应力-应变、极限拉应变和抗压强度都有明显的影响;同一种纤维配制的延性纤维增强混凝土随着水胶比增大,其立方体抗压强度均有明显降低,并且密度降低;水胶比对延性纤维增强混凝土的立方体抗压强度、应力-应变影响较大,在满足抗拉强度和韧性的前提下应采用较低的水胶比,这也有助于提高纤维的分散性,但同时较低的水胶比将使其和易性变差。[关键词]延性纤维增强混凝土;聚乙烯醇纤维;单轴拉伸性能;应力-应变曲线;应变硬化中图分类号:TU528.58 文献标识码:A 文章编号:1002-848X(2013)01-0059-06Experimental study of uniaxial tensile properties of ductile fiber reinforced concreteKou Jialiang1,2, Deng Mingke1, Liang Xingwen1(1 School of Civil Engineering, Xi′an University of Architecture and Technology, Xi′an 710055, China; 2 School of Civil Engineering & Architecture, Xi′an University of Technology, Xi′an 710048, China)Abstract: The uniaxial tensile properties of ductile fiber reinforced concrete compounded with 5 various PVA fibers were tested. The cube compressive strength,density and the uniaxial tensile complete stress-strain curve were obtained. Tests of uniaxial tensile properties show that the curves of partial ductile fiber reinforced concrete have strainhardening properties. Various PVA fibers properties have significant influence on initial cracking stress-strain, peak stress-strain, ultimate tensile strain and cube compressive strength. When the water-cement ratio of ductile fiber reinforced concrete with the same fiber increases, the cube compressive strength and density decrease. The water-cement ratio of ductile fiber reinforced concrete also has great effect on the stress-strain and cube compressive strength. The lower water-cement ratio, if the good tensile strength and toughness can be met, can help to improve the dispersion of fibers, and make it worse workability.Keywords: ductile fiber reinforced concrete; PVA fiber; uniaxial tensile property; stress-strain curve; strain-hardening* 国家自然科学基金资助项目(50908187,51078305),陕西省重点学科建设专项资金资助项目(E01001,E01003),陕西省自然科学青年基金资助项目(2009JQ7013),西安建筑科技大学基础研究基金资助项目(JC0902), 长江学者和创新团队发展计划资助项目,西安理工大学博士启动资金(118\|211206)。作者简介:寇佳亮,博士,讲师,Email:jialiangkou0918@163.com参考文献[1]梁兴文,王社良,李晓文.混凝土结构设计原理[M].北京:科学出版社,2003.[2]王铁梦.工程结构裂缝控制[M].北京:中国建筑工业出版社,1997.[3]GB 50010-2010混凝土结构设计规范[S].北京:中国建筑工业出版社,2010.[4]LI V C, LEUNG C K Y.Steady-state and multiple cracking of short random fiber composites[J].Journal of Engineering Mechanics,ASCE,1992,188(11):2246-2264.[5]LIN Z, KANDA T, LI V C. On interface property characterization and performance of fiber reinforced cementitious composites [J].Concrete Science Engineering, RILEM, 1999(1):173-184.[6]LI V C, WANG S, WU C. Tensile strain-hardening behavior of PVA-ECC [J].ACI Materials Journal, 2001,98(6): 483-492.[7]LI V C. On engineered cementitious composites (ECC)-a review of the material and its applications [J]. Advanced Concrete Technology, 2003, 1(3):215-230.[8]LI V C, WU H C, MAALEIM, et al. Tensile behavior of cement based composites with random discontinuous steel fibers[J].Journal of the American Ceramics Society,1996, 79(1):74-79.[9]WANG S, LI V C. Polyvinyl alcohol fiber reinforced engineered cementitious composites material design and performances [C]//Proceedings of International RILEM Workshop on HPFRCC in Structural Applications Honolulu, Hawaii, U.S.A: RILEM Publications, 2005.[10]徐世烺,李贺东. 超高韧性水泥基复合材料直接拉伸试验研究[J]. 土木工程学报,2009,42(9):32-41.[11]公成旭,张君. 高韧性纤维增强水泥基复合材料的拉伸性能[J].水利学报,2008,39(3):361-366.[12]WANG X G, WITTMANN F H, ZHAO T J. Comparative study of test methods to determine fracture energy of strain hardening cement-based composites (SHCC) [J]. Journal of Restoration of Buildings and Monuments, 2006, 12(2): 169-178.[13]庞超明,LEUNG C K Y, 孙伟. 高掺量粉煤灰高延性水泥基复合材料的制备和性能[J].硅酸盐学报, 2009,37(12):2071-2077.[14]李艳,梁兴文,刘泽军. 高性能生态型建筑材料PVA-ECC的试验研究[J].工业建筑,2011,41(4):97-102.[15]陈肇元,朱金栓,吴佩刚. 高强混凝土及其应用[M].北京:清华大学出版社,1992.[16]KANDA T, LI V C. Interface property and apparent strength of a high strength hydrophilic fiber in cement matrix [J]. ASCE, Journal Materials in Civil Engineering, 1998, 10(1): 5-13.[17]LI V C, MISHRA D K, WU H C. Matrix design for pseudo strain-hardening fiber reinforced cementitious composites [J]. Materials and Structures, 1995, 28(183): 586-595.