Effect of Polypropylene Fiber Reinforced on Properties of Concrete (original) (raw)

Effects of Polypropylene Fiber Content on Strength and Workability Properties of Concrete

Polytechnic Journal

Low tensile strength of plain concrete is due to the inherent presence of microcracks due to drying shrinkage occurrences or other causes of volume changes in concrete. The addition of a proper amount of fibers to concrete would act as crack arrester thus improves its static or dynamic properties. In this paper, the concrete with different amount of polypropylene fiber was investigating to find out the fibers effect on its fresh and mature properties. A plain concrete mix (reference mix) prepared for comparison purposes. Nine concrete mixes were prepared with different fiber volume fraction (FVF) ranging from 0.06% to 2.16%. It has been found out that the fiber content of the concrete mix will increase compressive, splitting, and flexural strengths of the concrete at the age of 28 days. The strengths increased and reached their maximum value at a corresponding (FVF) of about 0.36%. In comparison with the reference mix, the increase in the maximum compressive strength was about 18%, ...

Influence of Polypropylene Fiber on Strength of Concrete

The present day world is witnessing the construction of very challenging and difficult civil engineering structures. Quite often, concrete being the most important and widely used material is called upon to possess very high strength and sufficient workability properties. Researchers all over the world are attempting to develop high performance concretes by using fibers and other admixtures in concrete up to certain proportions. Hence, in this paper was interested in finding out the optimum quantity of polypropylene fibers required to achieve the maximum compressive strength for M25 grade concrete. From the exhaustive and extensive experimental work it was found that with increase in polypropylene fiber content in concrete there was a tremendous increase in compressive strength. Even at 2 % polypropylene fiber content compressive strength of 28 N/mm 2 was observed against compressive strength 25 N/mm 2 at 0 % hence increase of 12 % compressive strength was obtained.

Experimental study on the mechanical properties of concrete with polypropylene fiber

Concrete is the most widely used material in construction today. It is strong in compression but weak in tension and also has a brittle character. In this context, the results of experiments about the application of polypropylene fiber in various weight proportions (1% to 3%) have been explained. Based on the test results, it can be concluded that the addition of 1% of polypropylene fibers can significantly promote the compressive and split tensile strength of concrete

Influence of Polypropylene Fibres on Concrete Properties

IOSR Journal of Mechanical and Civil Engineering, 2016

This paper deals with the influence of addition of various proportions of polypropylene fibres on the properties of fresh and hardened concrete. The objective of this study is to find optimum percentage of Polypropylene fibre content between 0.1% and 0.5% by volume of concrete. An experimental program was carried out to explore its effects on fresh and hardened concrete properties. The slump test was conducted for fresh properties of concrete, also concrete specimens were tested at different age level for mechanical properties of concrete, namely, compressive strength, split tensile strength, flexural strength and modulus of elasticity. The results showed that the workability of concrete decreased with the addition of polypropylene fibres. Results also showed a reduction in modulus of elasticity after 28 day when compared to the reference concrete i.e. without fibre. An increase in flexural strength at 0.5% percentage of polypropylene fibre reinforced concrete was observed when compared to the reference concrete. Also a marked increase in splitting tensile strength was observed for all fibre percentages at 28 day.

Performance of Polypropylene Fibre Reinforced Concrete

The paper deals with the effects of addition of various proportions of polypropylene fibers on the properties of High strength concrete (M30and M40 mixes). An experimental program was carried out to explore its effects on compressive, tensile, flexural strength under different curing condition. The main aim of the investigation program is to study the effect of Polypropylene fiber mix by varying content such as 0% ,0.5%,1%,1.5% & 2% and finding the optimum Polypropylene fibre content. The concrete specimens were tested at different age level for mechanical properties of concrete, namely, cube compressive strength, split tensile strength, flexural strength. A detailed study was carried out for curing conditions. Half of the concrete specimens were left exposed to the surrounding to cure by themselves and the remaining half were cured in a curing tank. Initially the concrete specimen's shows appreciable strength for irregular curing but as the days advances the curing specimens gave satisfactory strength. A notable increase in the compressive, tensile and flexural strength was observed. However, further investigations were highly recommended and should be carried out to understand more mechanical properties of fibre reinforced concrete.

Evaluating Mechanical Properties of Concrete by Adding Polypropylene Fibers.

2020

This research deals with the effect of Polypropylene Fibers on the properties of concrete. Polypropylene fibers are synthetic fibers which possess high tensile strength, high modulus of elasticity and also good bonding when added to concrete. In this research work, Polypropylene fibers of two different length 6mm and 12 mm were added to concrete in different proportions and then the performance of concrete in terms of strength and cracks propagation were analyzed. For this purpose, three batches of FRC (Fiber reinforced concrete) and one batch of PC (Plan concrete) were made. PC (Plan concrete) sample was used a bench mark with which the other FRC concrete composite were compare in terms of strength and performance. FRC-1 concrete composite contained 50% 6mm length of Polypropylene fibers and 50% 12mm length of Polypropylene fibers. FRC-2 concrete composite had 75% 6mm length of Polypropylene fibers and 25% 12mm length of Polypropylene fibers. Similarly, FRC-3 Concrete contained 25% 6mm length of Polypropylene fibers and 75% 12mm length of Polypropylene fibers. Large number of samples were prepared in laboratory and tests were carried out at the curing age of 28 days. Several laboratory tests were done on the concrete samples such as compression test, split tensile test, modulus of rupture and pure shear test. After analyzing the data from laboratory tests and experiments, it was evident that the performance of concrete in term of strength and cracking behavior were improved after the adding of Polypropylene fibers.

The mechanical properties of polypropylene fiber reinforced concrete

Journal of Wuhan University of Technology-Mater. Sci. Ed., 2004

The compressive, shear strengths and abrasion-erosion resistance as well as flexural properties of two polypropylene fiber reinforced concretes and the comparison with a steel fiber reinforced concrete were reported. The exprimental results show that a low content of polypropylene fiber (0.91 kg/m 3 of concrete) slightly decreases the compressive and shear strengths, and appreciably increased the flexural strength, but obviously enhances the toughness index and j~aeture energy for the coTwrete with the same mix proportion, consequently it plays a role of anti-cracking and improving toughness in concrete. Morecner, the polypropylenc mesh fiber is better than the polypropylene monofilament fiber in improving flexural strength and toughness of concrete, but the two types of polypropylenc fibers are inferior to steel fiber. All the polypropylene and steel fibers have no great beneficial effect on the abrasion-erosion resistance of concrete.

Effect of Polypropylene Fiber on Properties of Concrete

Plain concrete has low tensile strength, less ductility, destructive and brittle failure. In order to improve these properties of plain concrete, an attempt has been made to study the effect of addition polypropylene fiber in ordinary portland cement concrete. In the this experimental investigation fibers in different percentage 0 to 0.7% has been studied for the effect on strength properties of concrete by carrying compressive strength test and flexural strength test at 28 days for M25 grade of concrete. Test results show that the addition of polypropylene fiber to concrete exhibit better performance than the plain concrete. The results have shown improvement in compressive strength and flexural strength with the addition of polypropylene fiber in ordinary portland cement concrete The fiber content is vary from 0.1%, 0.3%, 0.5% and 0.7% by weight of concrete.

Improvement of compressive and tensile strengths of concrete using polypropylene fibers

2015

The most common problems appears on concrete are manifested by tearing, cracking, corrosion and spalling, which will lead to do some defect in concrete then in the whole construction, The fundamental objective of this research was to provide information about the hardened properties of concrete achieved by using easily available local raw materials in Jordan to support the practical work with partners in assessing the practicability of the mixes with polypropylene, and to facilitate the introduction of polypropylene fiber concrete (PFC) technology into general construction practice. Investigate the effect of the polypropylene fibers in PCC mixtures and on materials properties such as compressive strength, and tensile strength. Also to investigate the use of polypropylene fibers in plain cubes and cylindrical concrete to improve it's compressive and tensile strengths to reduce early cracking and inhibit later crack growth. Increasing the hardness of concrete in this research is t...

Optimal Polypropylene Fiber Content for Improved Compressive and Flexural Strength of Concrete

IOSR Journal of Mechanical and Civil Engineering, 2014

Worldwide, concrete is a very important construction material, impacting heavily on Gross Domestic Products of many nations: a $30 billion business for ready-mix concrete production industry per year in the United States and a cement consumption rate of about 106kg per person in Nigeria. It is therefore imperative that this important material in the world construction industry must also be endued with the best possible properties. The principles on which reinforced concrete structural designs were based hangs on quality concrete material used in conjunction with quality steel or reinforcing material. However, in Nigeria, the reinforcement steel commonly used is of poor qualities as recent researches have shown that over 40% of 12 mm and 16 mm used within Lagos in 2010 failed the 460N/mm 2 yield strength bench mark of BS8110 of 1997. The employment of micro fibers in the concrete will improve the strength and compensate for the apparently declining strength of Nigerian reinforced concrete building constructions and will also improve the strength of the non-reinforced concrete-sand crate block buildings. This research studies the effects of micro synthetic polypropylene fiber in improving concrete strength with the main focus of identifying the optimal quantity for improved compressive and flexural strengths of concrete. Destructive and non-destructive compressive strength tests and destructive flexural strength tests were carried out on the samples built with 0.25%, 0.5% 0.75% and 1% contents of polypropylene fibers alongside a control samples after 7, 14, 21 28 days of curing. The optimal percentage of polypropylene fiber that produced improved compressive and flexural strengths were found to lie within 0.25% and 0.5%.