Impact resistance of hybrid fibre-reinforced oil palm shell concrete

被引：110

作者：

Mo, Kim Hung ^{[1
]}

Yap, Soon Poh ^{[1
]}

Alengaram, U. Johnson ^{[1
]}

Jumaat, Mohd Zamin ^{[1
]}

Bu, Chun Hooi ^{[1
]}

机构：

[1] Univ Malaya, Dept Civil Engn, Kuala Lumpur 50603, Malaysia

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2014年 / 50卷

关键词：

Hybrid fibre; Fibre-reinforced lightweight concrete; Drop hammer impact; Impact energy; Crack growth resistance; Impact ductility index; MECHANICAL-PROPERTIES; HIGH-STRENGTH; LIGHTWEIGHT AGGREGATE; KERNEL SHELL; STEEL; POLYPROPYLENE; OPS;

D O I：

10.1016/j.conbuildmat.2013.10.016

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents the results of an experimental impact test conducted using drop hammer on the plain and the fibre reinforced oil palm shell concrete (FROPSC) panels. The variables investigated are different contents of steel (0.75%, 0.9%, 1%) and polypropylene fibres (0.1%, 0.25%, 1%), with uncrushed and crushed OPS. The FROPSC with uncrushed OPS developed higher initial and final impact resistance compared to specimens with crushed OPS. The specimen with 0.9% steel + 0.1% polypropylene (PP) hybrid-FROPSC, developed excellent impact energy of about 17 kJ that was 60 times higher than the plain OPSC. Its impact ductility index (pi) of 42 is double the value compared to other specimens. It also showed excellent crack growth resistance due to secondary cracks formation. Final crack widths of FROPSC ranged between 0.079 and 0.507 mm. Further, the compressive energy of 7851 was found for specimen with 1% steel fibres. (C) 2013 Elsevier Ltd. All rights reserved.

引用

页码：499 / 507

页数：9

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