|本期目录/Table of Contents|

[1]高向玲,李杰.添加不同纤维的高性能混凝土力学性能试验[J].建筑科学与工程学报,2008,25(01):43-48.
　GAO Xiang-ling,LI Jie.Experiment on Mechanical Properties of High-performance Concrete with Different Fibers[J].Journal of Architecture and Civil Engineering,2008,25(01):43-48.
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添加不同纤维的高性能混凝土力学性能试验(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
25卷
期数:
2008年01期
页码:
43-48
栏目:
出版日期:
2008-03-20

文章信息/Info

Title:
Experiment on Mechanical Properties of High-performance Concrete with Different Fibers
作者:
高向玲，李杰
同济大学建筑工程系,上海200092
Author(s):
GAO Xiang-ling, LI Jie
Department of Architectural Engineering, Tongji University, Shanghai 200092, China
关键词:
纤维;  高性能混凝土;  抗压强度;  抗拉强度;  弹性模量;  力学性能
Keywords:
fiber;  high-performance concrete;  compressive strength;  tensile strength;  elastic modulus;  mechanical property
分类号:
TU502.6
DOI:
-
文献标志码:
A
摘要:
通过试验研究了弹性模量具有明显差异的3种纤维对于混凝土的力学性能改善所起的作用,以及钢纤维、碳纤维和聚丙烯纤维单掺或复掺对于混凝土的抗压强度、劈裂抗拉强度和弹性模量的影响。结果表明:添加0.5%高弹性模量的钢纤维对于混凝土的强度和弹性模量均有提高作用,复掺0.3%钢纤维和0.2%碳纤维的混凝土抗拉强度的提高大于抗压强度; 添加0.5%钢纤维的混凝土HPC-2的弹性模量最大,比基准混凝土提高6.5%; 添加0.2%聚丙烯纤维的混凝土HPC-3的弹性模量最小,且小于基准混凝土; 此外,混凝土抗压强度的影响程度与纤维的弹性模量的关系更为直接,混凝土劈裂抗拉强度的改善与纤维的抗拉强度的关系更为直接,纤维的弹性模量与基体弹性模量的比值,对复合材料的弹性模量有直接的影响。
Abstract:
The effect of three obvious different kinds of fibers on the mechanical properties of high-performance concrete was studied by the test. The compressive strength, splitting tensile strength and elastic modulus of the concrete were tested when steel, polypropylene and hybrid steel fiber were added to concrete respectively. The results indicate that the high elastic modulus of steel fibers with 0.5% volume fraction will raise the strength and elastic modulus of concrete. When 0.3% carbon-steel fibers and 0.2% carbon fibers are added to concrete, the incremental range of the tensile strength is bigger than that of the compressive strength. For the improvement of the concrete elastic modulus, the effect of 0.5% steel fibers of HPC-2 concrete is the most obvious, which is increased 6.5% than basic concrete. The elastic modulus of HPC-3 concrete by adding 0.2% polypropylene fiber is the least, which is smaller than basic concrete. Moreover, the elastic modulus of fiber and tensile strength have direct effects on the compressive strength of concrete. The magnitude of ratio between the fiber elastic modulus and the concrete elastic modulus has direct effect on that of the fiber reinforced concrete.

参考文献/References:

[1] PAULA R,LEENA S.Microstructure of Fiber Mortar Composites Under Fire Impact-effect of Polypropylene and Polyacrylonitrile Fibers[J].Cement and Concrete Research,1994,24(5):896-906.
[2]ALLAN M L,KUKACKA L E.Permeability and Microstructure of Plain and Polypropylene Fiber Reinforced Grouts[J].Cement and Concrete Research,1994,24(4):671-681.
[3]LOWELL Y,THOMAS M W,ROBERT D.Bond Strength of Mild Steel in Polypropylene Fiber Reinforced Concrete[J].ACI J,1985,82(1):40-45.
[4]PARK S B,LEE B L,LIM Y S.Experimental Study on the Engineering Properties of Carbon Fiber Reinforced Cement Composites[J].Cement and Concrete Research,1991,21(3):589-600.
[5]KATZ A,BENTUR A.Mechanical Properties and Pore Structure of Carbon Fiber Reinforced Cementations Composites[J].Cement and Concrete Research,1994,24(2):214-220.
[6]QIAN C X,STROEVEN P.Development of Hybrid Polypropylene-steel Fiber-reinforced Concrete[J].Cement and Concrete Research,2000,20(1):63-69.
[7]JOHN S L,DAVIDE Z,SURENDRA P S.Permeability of Cracked Hybrid Fiber-reinforced Mortar Under Load[J].ACI Materials Journal,2002,99(2):379-385.
[8]YAO Wu,LI Jie,WU Ke-ru.Mechanical Properties of Hybrid Fiber-reinforced Concrete at Low Fiber Volume Fraction[J].Cement and Concrete Research,2002,32(1):27-30.
[9]NEMKUMAR B,VIVEK B.Repairing with Hybrid-fiber-reinforced Concrete[J].Concrete International,2001,23(6):29-33.
[10]胡金生,杨秀敏,周早生,等.钢纤维混凝土与聚丙烯纤维混凝土材料冲击荷载下纤维增韧特性试验研究[J].建筑结构学报,2005,26(2):101-105. HU Jin-sheng,YANG Xiu-min,ZHOU Zao-sheng,et al.Experimental Study on Tenacity Increase Characteristics of Steel Fiber Reinforced Concrete and Polypropylene Fiber Reinforced Concrete Under Impact Load[J].Journal of Building Structures,2005,26(2):101-105.

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备注/Memo

备注/Memo:
收稿日期:2007-12-20
基金项目:国家自然科学基金创新研究群体科学基金项目(50621062)
作者简介:高向玲(1968-),女,山西临汾人,副教授,工学博士,E-mail:gaoxl@mail.tongji.edu.cn。
更新日期/Last Update: 2008-03-20