Abrasion resistance and fracture energy of concretes with basalt fiber

Abstract In this paper, the effect of basalt fiber (BF) on physical and mechanical properties of concretes is reported. High strength and normal strength concretes were cast by adjusting water to cement ratios as 0.45 and 0.60 and a total of ten mixtures were prepared by incorporating different amounts and sizes of BF into those concretes. Test results showed that an improved flexural strength, fracture energy and abrasion resistance can be obtained by using BF even at low contents. However inclusion of BF in concrete resulted in a decrease in the compressive strength. A quite strong relationship was established between abrasive wear and void content and flexural strength of concretes.

[1]  C. Thaumaturgo,et al.  Fracture toughness of geopolymeric concretes reinforced with basalt fibers , 2005 .

[2]  Bing Chen,et al.  Contribution Of Hybrid Fibers On The Properties Of The High-Strength Lightweight Concrete Having Good Workability , 2005 .

[3]  P. K. Mehta,et al.  Concrete: Microstructure, Properties, and Materials , 2005 .

[4]  Yining Ding,et al.  The investigation on strength and flexural toughness of fibre cocktail reinforced self-compacting high performance concrete , 2009 .

[5]  Rilem Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams , 1985 .

[6]  Marco Di Ludovico,et al.  Structural Upgrade Using Basalt Fibers for Concrete Confinement , 2010 .

[7]  V B Brik,et al.  ADVANCED CONCEPT CONCRETE USING BASALT FIBER/BF COMPOSITE REBAR REINFORCEMENT , 2003 .

[8]  Gordana Topličić Ćurčić,et al.  Abrasion resistance of concrete micro-reinforced with polypropylene fibers , 2012 .

[9]  Fatih Altun,et al.  Effects of steel fiber addition on mechanical properties of concrete and RC beams , 2007 .

[10]  E. Horszczaruk Abrasion resistance of high-strength concrete in hydraulic structures , 2005 .

[11]  R. Siddique,et al.  Effect of polyester fibres on the compressive strength and abrasion resistance of HVFA concrete , 2012 .

[12]  J. Ou,et al.  Abrasion resistance of concrete containing nano-particles for pavement , 2006 .

[13]  Tsong Yen,et al.  Influence of class F fly ash on the abrasion–erosion resistance of high-strength concrete , 2007 .

[14]  P. Song,et al.  Mechanical properties of high-strength steel fiber-reinforced concrete , 2004 .

[15]  Kamile Tosun,et al.  Effects of fibre type and matrix structure on the mechanical performance of self-compacting micro-concrete composites , 2009 .

[16]  C. Atiş Carbonation-Porosity-Strength Model for Fly Ash Concrete , 2003 .

[17]  Jongsung Sim,et al.  Characteristics of basalt fiber as a strengthening material for concrete structures , 2005 .

[18]  Rafat Siddique,et al.  EFFECT OF FINE AGGREGATE REPLACEMENT WITH CLASS F FLY ASH ON THE ABRASION RESISTANCE OF CONCRETE , 2003 .

[19]  Cengiz Duran Atiş,et al.  HIGH VOLUME FLY ASH ABRASION RESISTANT CONCRETE , 2002 .

[20]  Nemkumar Banthia,et al.  Toughness enhancement in steel fiber reinforced concrete through fiber hybridization , 2007 .

[21]  Burak Felekoğlu,et al.  Effects of steel fiber reinforcement on surface wear resistance of self-compacting repair mortars , 2007 .

[22]  Rodney A Montney,et al.  Evaluation of Repeatability of Kansas Test Method KT-73, “Density, Absorption and Voids in Hardened Concrete,” Boil Test , 2015 .

[23]  Qinwu Xu,et al.  Microscopic, physical and mechanical analysis of polypropylene fiber reinforced concrete , 2009 .

[24]  M. C. Nataraja,et al.  Toughness characterization of steel fiber-reinforced concrete by JSCE approach , 2000 .