Braided composite rods: Innovative fibrous materials for geotechnical applications

被引:11
作者
Fangueiro, Raul [1 ,3 ]
Rana, Sohel [1 ]
Correia, A. Gomes [1 ,2 ]
机构
[1] Univ Minho, Dept Civil Engn, P-4800058 Guimaraes, Portugal
[2] Univ Minho, CTAC, Terr Environm & Construct Res Ctr, P-4800058 Guimaraes, Portugal
[3] Univ Minho, Ctr Textile Sci & Technol, P-4800058 Guimaraes, Portugal
关键词
fibrous materials; braided rods; mechanical properties; sensing behaviour; soil reinforcement; REINFORCEMENT;
D O I
10.12989/gae.2013.5.2.087
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a novel fibrous material known as axially reinforced braided composite rods (BCRs) have been developed for reinforcement of soils. These innovative materials consist of an axial reinforcement system, comprised of longitudinally oriented core fibres, which is responsible for mechanical performance and, a braided cover, which gives a ribbed surface texture for better interfacial interactions with soils. BCRs were produced using both thermosetting (unsaturated polyester) and thermoplastic (polypropylene) matrices and synthetic (carbon, glass, HT polyethylene), as well as natural (sisal) core fibres. BCRs were characterized for tensile properties and the influence of core fibres was studied. Moreover, BCRs containing carbon fibre in the core composition were characterized for piezoresistivity and strain sensing properties under flexural deformation. According to the experimental results, the developed braided composites showed tailorable and wide range of mechanical properties, depending on the core fibres and exhibited very good strain sensing behavior.
引用
收藏
页码:87 / 97
页数:11
相关论文
共 17 条
[1]   Self-monitoring, pseudo-ductile, hybrid FRP reinforcement rods for concrete applications [J].
Bakis, CE ;
Nanni, A ;
Terosky, JA ;
Koehler, SW .
COMPOSITES SCIENCE AND TECHNOLOGY, 2001, 61 (06) :815-823
[2]   Investigation of fibre reinforced mud brick as a building material [J].
Binici, H ;
Aksogan, O ;
Shah, T .
CONSTRUCTION AND BUILDING MATERIALS, 2005, 19 (04) :313-318
[3]  
Burgoyne C.J., 1999, STRUCT ENG INT, V9, P1
[4]  
Fangueiro R., 2004, 4 WORLD TEXT C AUL C
[5]  
Fangueiro R., 2006, INT S POL CONCR ISPI
[6]  
Gonilho-Pereira C., 2010, ICSA 2010 1 INT C ST
[7]   A simple review of soil reinforcement by using natural and synthetic fibers [J].
Hejazi, Sayyed Mahdi ;
Sheikhzadeh, Mohammad ;
Abtahi, Sayyed Mahdi ;
Zadhoush, Ali .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 30 :100-116
[8]  
Miyata K., 1996, GEOSYNTH INT, V3, P1, DOI [10.1680/gein.3.0050, DOI 10.1680/GEIN.3.0050]
[9]   Memorizing maximum strain in carbon-fiber-reinforced plastic composites by measuring electrical resistance under pre-tensile stress [J].
Okuhara, Y ;
Matsubara, H .
COMPOSITES SCIENCE AND TECHNOLOGY, 2005, 65 (14) :2148-2155
[10]  
Palmeira E., 2008, EJGE SPECIAL VOLUME, V08, P38