Performance of Self Compacting High Strength Fiber Reinforced Concrete (SCHSFRC)

Jatale, Vinayak B.; Mangulkar, Madhuri N.

doi:10.9790/1684-0743741

IOSR-JMCE

2013

DOI: 10.9790/1684-0743741

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Performance of Self Compacting High Strength Fiber Reinforced Concrete (SCHSFRC)

Vinayak B. Jatale¹,

Madhuri N. Mangulkar²

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Cited by 4 publications

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Effect of steel fibers on static and blast response of high strength concrete

Luccioni¹,

Isla

Codina

et al. 2017

International Journal of Impact Engineering

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The advantages of High Strength Fiber Reinforced Concrete (HSFRC) in static behavior highlighted by many researchers suggest it is a promising material to withstand dynamic loads. However, available experimental results regarding blast performance of HSFRC structural elements are still limited. The results of exploratory series of tests using a high strength concrete, over 100 MPa compressive strength, reinforced with long hooked-end steel fibers are presented in this paper. The results of static characterization tests performed on prisms and slabs and the results of blast tests on slabs are presented and analyzed. The improvements found in static flexure response with different fibers contents are compared with those found under blast loads. The effects of fibers controlling cracking, scabbing and spalling under close-in explosions are also addressed.

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Effect of steel fibers on static and blast response of high strength concrete

Luccioni¹,

Isla

Codina

et al. 2017

International Journal of Impact Engineering

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Effects of curing types, fly ash fineness and fibre lengths on mechanical and impact properties of steel fibre reinforced concretes

Shaikh

Arel

2020

Australian Journal of Civil Engineering

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Strength of Self-Compacting Concrete Containing Metakaolin and Nylon Fiber

Zoe¹,

Hanif

Adzmier

et al. 2020

IOP Conf. Ser.: Earth Environ. Sci.

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In Malaysia, issue to attain durable concrete structures has risen due to shortage of skilled labours. Besides pollution due to construction activities, safety and health of the workers is also a major concern. Self-compacting concrete is able to overcome the problems through its execution. Moreover, properties of SCC can be further improved via incorporation with other materials. Thus, this study was conducted to investigate the strengths and water absorption of SCC containing metakaolin (MK) and nylon fiber (NF) besides determining the effects of MK and NF in SCC. Four mixes (100%C, 95%C 5%MK, 100%C 0.5%NF, 95%C 5%MK 0.5%NF) were being carried out with w/c ratio 0.4 and 1.5% super-plasticizer (SP). Fresh concrete were tested with slump flow, T500 and segregation resistance test whereas hardened concrete were tested with compressive, tensile and flexural strength test. The results of fresh SCC were consistent as all mixes mostly falls in the same class for each respective test. Based on compressive strength test, all mix proportions were able to reach at least 80% of targeted strength, 50MPa. SCC (95%C 5%MK) had the highest compressive, split tensile and flexural strength. While SCC (95%C 5%MK0.5 %NF had better testing results compare to 100%C 0.5%NF.

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Performance of Self Compacting High Strength Fiber Reinforced Concrete (SCHSFRC)

Cited by 4 publications

References 2 publications

Effect of steel fibers on static and blast response of high strength concrete

Effect of steel fibers on static and blast response of high strength concrete

Effects of curing types, fly ash fineness and fibre lengths on mechanical and impact properties of steel fibre reinforced concretes

Strength of Self-Compacting Concrete Containing Metakaolin and Nylon Fiber

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