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Journal ArticleDOI

Statistical analysis of impact strength and strength reliability of steel–polypropylene hybrid fiber-reinforced concrete

TLDR
In this article, the first-crack strength, failure strength, and strength reliability of steel-polypropylene hybrid fiber-reinforced concrete in comparison with the steel fiber reinforced concrete were investigated.
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This article is published in Construction and Building Materials.The article was published on 2005-02-01. It has received 127 citations till now. The article focuses on the topics: Fiber-reinforced concrete & Strength of materials.

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Journal ArticleDOI

Mechanical properties of polypropylene hybrid fiber-reinforced concrete

TL;DR: In this paper, the authors investigated the mechanical properties of polypropylene hybrid fiber-reinforced concrete and showed that the compressive strength, splitting tensile strength, and flexural properties of the hybrid fiber reinforced concrete are better than the properties of single fiber-based concrete.
Journal ArticleDOI

The durability properties of polypropylene fiber reinforced fly ash concrete

TL;DR: In this article, a comprehensive study on the durability properties of concrete containing polypropylene fiber and fly ash was performed, and the results showed that the positive interactions between polypropane fibers and fly-ash lead to the lowest drying shrinkage of fibrous concrete with fly ash.
Journal ArticleDOI

Hybrid short fiber reinforcement system in concrete: A review

TL;DR: A review of recent developments on the area of the cement-based composites reinforced by hybrid short fibers can be found in this paper, where chemical, physical and mechanical properties of fibers on the performance of fiber reinforced concretes (FRC).
Journal ArticleDOI

Dynamic compressive behaviour of spiral steel fibre reinforced concrete in split Hopkinson pressure bar tests

TL;DR: In this paper, the dynamic compressive properties of spiral fiber reinforced concrete (SFRC) by conducting high rate impact tests using split Hopkinson pressure bar (SHPB) specimens with different volume fractions of spiral fibres ranging from zero to 15% are investigated.
Journal ArticleDOI

The impact resistance and mechanical properties of reinforced self-compacting concrete with recycled glass fibre reinforced polymers

TL;DR: In this article, the impact resistance and mechanical properties of reinforced self-compacting concrete with glass fiber reinforced polymers (GFRP) have been analyzed, and the results showed that adding recycled glass fibre reinforced polymer results in improving the impact resilience of the reinforced self compacting concrete.
References
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Book

Introduction to Probability and Mathematical Statistics

TL;DR: Probability Random Variables and their Distributions Special Probability Distributions Joint Distributions Properties of random Variables Functions of random variables Limiting Distributions Statistics and Sampling Distributions Point Estimation Sufficiency and Completeness Interval Estimation Test of Hypotheses Contingency Tables and Goodness-of-Fit Nonparametric Methods Regression and Linear Models Reliability and Survival Distributions Answers to Selected Exercises as mentioned in this paper.
Journal ArticleDOI

Mechanical properties of hybrid fiber-reinforced concrete at low fiber volume fraction

TL;DR: In this paper, three types of hybrid composites were constructed using fiber combinations of polypropylene (PP) and carbon, carbon and steel, and steel and PP fibers at the same volume fraction (0.5%) in terms of compressive, splitting tensile, and flexural properties.
Journal ArticleDOI

Development of hybrid polypropylene-steel fibre-reinforced concrete

TL;DR: In this article, the optimization of fiber size, fibre content, and fly ash content in hybrid polypropylene-steel fiber concrete with low fibre content based on general mechanical properties was investigated.
Journal ArticleDOI

Crack growth resistance of hybrid fiber reinforced cement composites

TL;DR: In this paper, a crack propagation in cement-based matrices carrying hybrid fiber reinforcement was studied using contoured double cantilever beam (CDCB) specimens, and the influence of fiber type and combination was quantified using crack growth resistance curves.
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