Compressive strength of cement mortar prepared with the addition of coconut fiber

被引：13

作者：

da Silva, Everton J. ^{[1
,2
]}

da Silva, Paola D. ^{[1
,3
]}

Marques, Maria L. ^{[1
,2
]}

Fornari Junior, Celso C. M. ^{[4
]}

Garcia, Fermin C. ^{[4
]}

Luzardo, Francisco H. M. ^{[4
]}

机构：

[1] IFBA Eunapolis, Eunapolis, BA, Brazil

[2] FAPESB, Salvador, BA, Brazil

[3] PIBIC EM, Campinas, SP, Brazil

[4] Univ Estadual Santa Cruz, DCET, Ilheus, BA, Brazil

来源：

REVISTA BRASILEIRA DE ENGENHARIA AGRICOLA E AMBIENTAL | 2014年 / 18卷 / 12期

关键词：

natural fibers; cement matrix; composite; DURABILITY; COMPOSITES; SISAL;

D O I：

10.1590/1807-1929/agriambi.v18n12p1268-1273

中图分类号：

S2 [农业工程];

学科分类号：

0828 ;

摘要：

This paper aims to analyse the influence that the length of coconut fiber exerts on compressive strength of mortar seeking to determine their critical length. Mortars were prepared with addition (0.3% volume of the mixture) of 6 different lengths of coconut fibers: 12.5, 25.0, 37.5, 50.0, 62.5 and 75.0 mm, and a reference mortar. To study the behavior of each one in mortar, consistency tests were performed on fresh and hard state in axial compression strength test at three ages (7, 28 and 56 days) during the first half of 2013. It was observed that all lengths tested decrease resistance compared to the reference mortar in three ages, however, the mortar with addition of 25.0 mm length fibers had a better performance in the study.

引用

页码：1268 / 1273

页数：6

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