Influence of Fibre Type and Fibre Volume Fraction on Dynamic Properties of Slurry Infiltrated Fibre Concrete

Drdlová, Martina; Řídký, Radek; Čechmánek, René

doi:10.4028/www.scientific.net/msf.865.135

Cited by 14 publications

(6 citation statements)

References 4 publications

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“…Evaluating the effect of the fibre amount, the slab with 10.0% fibre volume shows least damage and the highest energy absorption capacity compared to the other two, i.e., slabs with 7.5 and 5% fibre volume; the higher content of fibres, the higher total absorbed energy and less damage -the same (only less steep) trend was also observed for SIFCONs with industrial fibres [14].…”

Section: Quasi-static Mechanical Tests and Bulk Densitysupporting

confidence: 57%

“…The overall results of the quasi-static mechanical test are presented in Table 3, the average value of five specimens is presented. As seen in the Table 3, raising of the fibre volume fraction causes increase of the compressive and most noticeable flexural strength -similarly to the SIFCONs with industrial fibres [14]. The strengths values obtained in the case of specimen SIF 10.0% are very closed to the SIF 10.0% REF with industrial fibres.…”

Section: Quasi-static Mechanical Tests and Bulk Densitymentioning

confidence: 54%

See 1 more Smart Citation

Slurry Infiltrated Fibre Concrete with Waste Steel Fibres from Tires - The Behaviour under Static and Dynamic Load

Drdlová

Sviták

Prachař

2017

MSF

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Waste fibres coming from the recycling process of the old tires were incorporated in slurry infiltrated fibre concrete (SIFCON), which is a special type of high performance fibre reinforced concrete with high fibre content. The technological feasibility (i.e. suitability of the waste fibres for SIFCON technology) was assessed using infiltration test and homogeneity test. Test specimens were prepared with three volume fractions (5; 7.5 and 10% by vol.) of waste unclassified fibres. SIFCON with industrial steel fibres (10% by vol.) and high performance fibre concrete with industrial fibres were also cast and tested for comparison purposes. Quasi-static mechanical properties were determined. The impact test was carried out by using an in-house manufactured impact testing machine based on drop test principle. Realized tests confirmed the possibility of using the waste fibres for SIFCON technology. The obtained results indicate, that the usage of waste fibres does not significantly reduce the values of SIFCON flexural and compressive strength at quasi-static load and energy absorption at dynamic load, the values were comparable to the specimens with industrially produced fibres. With increasing fibre content, the mechanical parameters and energy-absorption characteristics at dynamic load are increasing as well.

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Section: Quasi-static Mechanical Tests and Bulk Densitysupporting

confidence: 57%

Section: Quasi-static Mechanical Tests and Bulk Densitymentioning

confidence: 54%

Slurry Infiltrated Fibre Concrete with Waste Steel Fibres from Tires - The Behaviour under Static and Dynamic Load

Drdlová

Sviták

Prachař

2017

MSF

View full text Add to dashboard Cite

show abstract

“…Table 3, the average value of five specimens is presented. As seen in the Table 3, raising of the fibre volume fraction causes increase of the compressive and most noticeable flexural strength -similarly to the SIFCONs with industrial fibres [14]. The strength values obtained in the case of specimen SIF 10.0% are very closed to the SIF 10.0% REF with industrial fibres.…”

Section: Technological Feasibilitymentioning

confidence: 55%

Blast Resistance of Slurry Infiltrated Fibre Concrete with Waste Steel Fibres from Tires

et al. 2018

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The utilization of waste steel fibres (coming from the recycling process of the old tires) in production of blast resistant cement based panels was assessed. Waste fibres were incorporated in slurry infiltrated fibre concrete (SIFCON), which is a special type of ultra-highperformance fibre reinforced concrete with high fibre content. The technological feasibility (i.e. suitability of the waste fibres for SIFCON technology) was assessed using homogeneity test. Test specimens were prepared with three volume fractions (5; 7.5 and 10 % by vol.) of waste unclassified fibres. SIFCON with industrial steel fibres (10% by vol.) and ultra-highperformance fibre concrete with industrial fibres were also cast and tested for comparison purposes. Quasi-static mechanical properties were determined. Real blast tests were performed on the slab specimens (500x500x40 mm) according to the modified methodology M-T0-VTU0 10/09. Damage of the slab, the change of the ultrasound wave velocity propagation in the slab specimen before and after the blast load in certain measurement points, the weight of fragments and their damage potential were evaluated and compared. Realized tests confirmed the possibility of using the waste fibres for SIFCON technology. The obtained results indicate, that the usage of waste fibres does not significantly reduce the values of SIFCON flexural and compressive strength at quasi-static load - the values were comparable to the specimens with industrially produced fibres. With increasing fibre content, the mechanical parameters are increasing as well. Using of the waste fibres reduces fragmentation of SIFCON at blast load due to the fibre size parameters. Using of low diameter fibres means more fibres in the matrix and thus better homogeneity of the whole composite with less unreinforced areas. Regarding the blast tests, the specimen with waste steel fibres showed the best resistance and outperformed also the specimen with commercial fibres. Using of waste fibres in SIFCON technology can reduce the price of this composite by 70 % by keeping the original SIFCON extraordinary properties, which makes it very competitive material in the concrete area.

show abstract

“…As seen in the Table 3, raising of the fibre volume fraction causes increase of the compressive and most noticeable flexural strength -similarly to the SIFCONs with industrial fibres [14]. …”

Section: Quasi-static Mechanical Testsmentioning

confidence: 74%

Blast Resistance of Slurry Infiltrated Fibre Concrete with Waste Steel Fibres from Tires

et al. 2018

Self Cite

View full text Add to dashboard Cite

Abstract. The utilization of waste steel fibres (coming from the recycling process of the old tires) in production of blast resistant cement based panels was assessed. Waste fibres were incorporated in slurry infiltrated fibre concrete (SIFCON), which is a special type of ultra-highperformance fibre reinforced concrete with high fibre content. The technological feasibility (i.e. suitability of the waste fibres for SIFCON technology) was assessed using homogeneity test. Test specimens were prepared with three volume fractions (5; 7.5 and 10 % by vol.) of waste unclassified fibres. SIFCON with industrial steel fibres (10% by vol.) and ultra-highperformance fibre concrete with industrial fibres were also cast and tested for comparison purposes. Quasi-static mechanical properties were determined. Real blast tests were performed on the slab specimens (500x500x40 mm) according to the modified methodology M-T0-VTU0 10/09. Damage of the slab, the change of the ultrasound wave velocity propagation in the slab specimen before and after the blast load in certain measurement points, the weight of fragments and their damage potential were evaluated and compared. Realized tests confirmed the possibility of using the waste fibres for SIFCON technology. The obtained results indicate, that the usage of waste fibres does not significantly reduce the values of SIFCON flexural and compressive strength at quasi-static load -the values were comparable to the specimens with industrially produced fibres. With increasing fibre content, the mechanical parameters are increasing as well. Using of the waste fibres reduces fragmentation of SIFCON at blast load due to the fibre size parameters. Using of low diameter fibres means more fibres in the matrix and thus better homogeneity of the whole composite with less unreinforced areas. Regarding the blast tests, the specimen with waste steel fibres showed the best resistance and outperformed also the specimen with commercial fibres. Using of waste fibres in SIFCON technology can reduce the price of this composite by 70 % by keeping the original SIFCON extraordinary properties, which makes it very competitive material in the concrete area.

show abstract

Influence of Fibre Type and Fibre Volume Fraction on Dynamic Properties of Slurry Infiltrated Fibre Concrete

Cited by 14 publications

References 4 publications

Slurry Infiltrated Fibre Concrete with Waste Steel Fibres from Tires - The Behaviour under Static and Dynamic Load

Slurry Infiltrated Fibre Concrete with Waste Steel Fibres from Tires - The Behaviour under Static and Dynamic Load

Blast Resistance of Slurry Infiltrated Fibre Concrete with Waste Steel Fibres from Tires

Blast Resistance of Slurry Infiltrated Fibre Concrete with Waste Steel Fibres from Tires

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