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Effect of fiber type on the bending and uniaxial tensile properties of high-strength high-ductility cementitious composites 被引量:1

纤维类型对高强高延性水泥基复合材料弯拉性能的影响(英文)
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摘要 To investigate the effect of fiber types on bending and tensile properties of high-strength,high-ductility cementitious composites( HS-HDCCs), ultra-high-molecular-weight polyethylene( PE) fibers,polyvinyl alcohol( PVA) fibers,and copper-plated micro steel fibers were selected as the reinforcement materials. The bending and tensile properties of HS-HDCCs with different fibers with a volume fraction of 2% were studied. The results indicate that PE,PVA,micro steel,and PVA-PE hybrid fibers impart varying degrees of toughening and improve the tensile strength. During the tensile and bending processes,HS-HDCCs with micro steel fibers exhibit a strain-softening phenomenon. HS-HDCCs with PVA fibers or with PVA-PE hybrid fibers can achieve multiple cracking behaviors and strain hardening phenomenon to a certain extent and show slight high-ductility characteristics. HS-HDCCs with PE fibers exhibit multiple cracking behavior and strain hardening phenomenon and show significant high-ductility characteristics. The test results can provide a basis for selecting fibers suitable for HS-HDCCs reinforcement. 为了考察纤维类型对高强高延性水泥基复合材料(HS-HDCC)弯曲与拉伸性能的影响,选取了超高分子量聚乙烯(PE)纤维、聚乙烯醇(PVA)纤维和镀铜微细钢纤维3种纤维在体积掺量为2%时,研究不同类型纤维对HS-HDCC的弯曲与拉伸性能的影响.结果表明:PE,PVA和微细钢纤维单掺或PVA-PE混杂,均对HS-HDCC有增韧和提高抗拉强度的效果.在弯曲和拉伸过程中,HS-HDCC单掺微细钢纤维时呈应变软化破坏;单掺PVA纤维和PVA-PE混杂可在一定程度上实现多缝开裂和应变硬化,有一定的高延性特性;单掺PE纤维可明显实现多缝开裂和应变硬化,有显著的高延性特性.研究结果为HS-HDCC优选合适的纤维提供了依据.
作者 Guo Liping Chen Bo Wu Yue Lei Dongyi 郭丽萍;陈波;吴樾;雷东移(东南大学材料科学与工程学院,南京211189;东南大学江苏省土木工程材料重点实验室,南京211189;南京水利科学研究院水文水资源与水利工程科学国家重点实验室,南京210029)
出处 《Journal of Southeast University(English Edition)》 EI CAS 2018年第4期495-499,共5页 东南大学学报(英文版)
基金 The National Key Research and Development Program of China(No.2016YFC0401610) the National Natural Science Foundation of China(No.51778133,51739008,51438003)
关键词 fiber high ductility TOUGHNESS uniaxial tensile 纤维 高延性 弯曲韧性 单轴拉伸
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  • 1LI Victor C.高延性纤维增强水泥基复合材料的研究进展及应用[J].硅酸盐学报,2007,35(4):531-536. 被引量:192
  • 2Reinforced Concrete Committee 1966.Damage Investigation Report on Concrete Buildings,the 1995 Hyogo-ken Nanbu Earthquake (in Japanese).Kinki Branch,Architectural Inst of Japan.
  • 3FEMA,http://www.fema.gov/hazards/earthquakes/quake.shtm,accessed,March 14,2005.
  • 4MALVAR L J,ROSS C A.Review of strain rate effects for concrete in tension[J].ACI Mater J,1998,95(6):735-739.
  • 5ASCE,http://www.asce.org/reportcard/2005/index.cfm.US infrastructure Report Card,2005.
  • 6WORRELL E,PRICE L,MARTIN N,et al.Carbon dioxide emissions from the global cement industry[J].Ann Rev Energy Environ,2001,26:303-329.
  • 7WBCSD.Toward a sustainable cement industry.Draft report for world business council on sustainable development[R].Battelle Memorial Institute,2002.
  • 8US EPA.Sources of dioxin-like compounds in the US.Draft exposure and human health reassessment of 2,3,7,8-tetrachlorodibenzo-p-dioxin (TCDD) and related compounds[R].2000.
  • 9LI V C.ECC-tailored composites through micromechanical modeling[A].Fiber Reinforced Concrete:Present and the Future edited by Banthia et al,CSCE[C],Montreal,1998,64-97.
  • 10LI V C.On engineered cementitious composites (ECC)--a review of the material and its applications[J].Adv Concr Technol,2003,1(3):215-230.

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