Design of strain hardening cement-based composites with alkali treated natural curaua fiber

被引:58
作者
Zukowski, Bartosz [1 ]
Silva, Flavio de Andrade [2 ]
Toledo Filho, Romildo Dias [1 ]
机构
[1] Univ Fed Rio de Janeiro, Dept Civil Engn, COPPE, POB 68506, BR-21941972 Rio De Janeiro, RJ, Brazil
[2] Pontificia Univ Catolica Rio de Janeiro PUC Rio, Dept Civil Engn, Rua Marques de Sao Vicente 225, BR-22953900 Rio De Janeiro, RJ, Brazil
关键词
Strain hardening cement-based composite; Natural fiber; Curaua; Fiber alkaline treatment; MULTIPLE CRACKING; TENSILE BEHAVIOR; MATRIX BOND; PERFORMANCE; DUCTILITY; STRENGTH; SISAL; JUTE;
D O I
10.1016/j.cemconcomp.2018.03.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The work in hand presents the design process of Strain Hardening Cement-based Composite reinforced with natural curaua fiber. The matrix fracture energy and matrix-fiber bond were studied and implemented into the theoretical model for critical fiber volume prediction, which was verified by mechanical tests for tensile, bending and compression strength. The influence of matrix-fiber bond on critical fiber volume is presented. The fiber properties are improved by two-stage treatment. Firstly, hot water (80 degrees C) washing in water changed every 3 h. Secondly, immersion in 1% solution of calcium hydroxide Ca(OH)(2) with water for 60 min for calcium deposition on fiber surface to increase bond properties. The critical fiber volume predicted by the model was 4% for 20mm treated curaua fiber and was verified on the composites, which presented strain-hardening behavior under tensile test and deflection-hardening under bending. (C) 2018 Elsevier Ltd. All rights reserved.
引用
收藏
页码:150 / 159
页数:10
相关论文
共 42 条
[1]  
ASTM International, 2003, C155703E1 ASTM, DOI [10.1520/C1557-03E01, DOI 10.1520/C1557-03E01]
[2]  
Buyukozturk O., 1993, Cement and Concrete Composites, V15, P143
[3]  
Cordeiro IMCC, 2009, REV FAC AGRON LUZ, V26, P243
[4]  
Cordeiro I. M. C. C., 2011, POTENCIALIDADES USOS
[5]   Tensile behavior of high-strength strain-hardening cement-based composites (HS-SHCC) made with high-performance polyethylene, aramid and PBO fibers [J].
Curosu, Iurie ;
Liebscher, Marco ;
Mechtcherine, Viktor ;
Bellmann, Cornelia ;
Michel, Stefan .
CEMENT AND CONCRETE RESEARCH, 2017, 98 :71-81
[6]  
Dowling NE., 2007, MECH BEHAV MAT ENG M, V3rd
[7]  
Fan L. T., 1987, BIOTECHNOLOGY MONOGR, DOI [10.1007/978-3-642-72575-3, DOI 10.1007/978-3-642-72575-3]
[8]   Influence of matrix flowability, fiber mixing procedure, and curing conditions on the mechanical performance of HTPP-ECC [J].
Felekoglu, Burak ;
Tosun-Felekoglu, Kamile ;
Ranade, Ravi ;
Zhang, Qian ;
Li, Victor C. .
COMPOSITES PART B-ENGINEERING, 2014, 60 :359-370
[9]   Effect of hornification on the structure, tensile behavior and fiber matrix bond of sisal, jute and curaua fiber cement based composite systems [J].
Ferreira, Saulo Rocha ;
de Andrade Silva, Flavio ;
Lopes Lima, Paulo Roberto ;
Toledo Filho, Romildo Dias .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 139 :551-561
[10]   Effect of fiber treatments on the sisal fiber properties and fiber-matrix bond in cement based systems [J].
Ferreira, Saulo Rocha ;
Silva, Flavio de Andrade ;
Lopes Lima, Paulo Roberto ;
Toledo Filho, Romildo Dias .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 101 :730-740