Properties of dispersed fibers for efficient concrete reinforcement

Markovich, A S; Miloserdova, D A

doi:10.22363/1815-5235-2022-18-2-182-192

Cited by 3 publications

(2 citation statements)

References 7 publications

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“…According to IS code, partial safety factor is taken as 1.5 for concrete and 1.15 for steel. Design strength of concrete in member is equal to 0.45f ck [3].…”

Section: Introductionmentioning

confidence: 99%

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Analysis for the efficiency of additional dispersed reinforcement using coconut fiber for a concrete beam with traditional steel bar reinforcement

Chongo

Shambina²,

Tembo³

2022

Struct. Mech. of Eng. Const. and Build

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Concrete is widely used as a building material throughout the world. However, its use in building structures is limited due to its low tensile strength. This problem can be partially solved using steel bars reinforcement, as well as using dispersed reinforcement with various types of fibers. The authors propose the simultaneous traditional reinforcement of a concrete structure with steel bars with additional dispersed reinforcement with natural coconut fibers, relatively cheap and widely available in many countries in Africa, Asia and Latin America. The purpose of this study is to analyze the effectiveness of the proposed solution by comparing the required amount of steel reinforcement (by weight) for a beam made of traditional concrete and a similar beam with additional dispersed reinforcement with coconut fibers. Deflections and cracking in beams were investigated. The analysis was carried out using Autodesk Robot Structural Analysis Professional 2022 software. The results showed that a beam additionally reinforced with coconut fiber requires 11% less steel reinforcement (by weight) compared to a similar beam made of traditional reinforced concrete. In addition, the coconut fiber reinforced beam experienced 6% less deflection and significantly less stress cracking compared to a simple concrete beam. These results proved that the approach proposed in the work noticeably improves the performance of reinforced concrete in the structure, and also makes it possible to obtain significant savings in reinforcing steel.

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“…According to IS code, partial safety factor is taken as 1.5 for concrete and 1.15 for steel. Design strength of concrete in member is equal to 0.45f ck [3].…”

Section: Introductionmentioning

confidence: 99%

“…Considering the effects of creep and shrinkage partially, IS code gives the following expression for the long-term modular ratio. Long term modular ratio (m) is equal to 280/(3f cbc ), where f cbc is the permissible compressive stress due to bending in concrete in N/mm 2 [3].…”

Section: Introductionmentioning

confidence: 99%

Analysis for the efficiency of additional dispersed reinforcement using coconut fiber for a concrete beam with traditional steel bar reinforcement

Chongo

Shambina²,

Tembo³

2022

Struct. Mech. of Eng. Const. and Build

View full text Add to dashboard Cite

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Prediction of Strength Characteristics of Fiber-Reinforced Concrete Based on an Intelligent Analysis and Visualization of Multidimensional Data

Pimenov,

Nebaev,

Pimenov

2024

Fibre Chem

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Stress-Strain State of Steel Fiber-Reinforced Concrete under Compression Taking into Account Unloading from Inelastic Region

Agapov,

Markovich,

Dkhar

et al. 2024

Struct. Mech. of Eng. Const. and Build

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The purpose of the study is to examine the physical and mechanical characteristics of steel fiber-reinforced concrete under compression, including: modulus of elasticity, Poisson ratio, values of ultimate strains under compression, values of compressive strength with different percentages of dispersed reinforcement. An experimental investigation program, which included the production of cube samples measuring 100×100×100 mm, as well as a compression test under static loading, taking into account unloading from the region of inelastic deformations, was developed and carried out. Two types of steel fiber were chosen as dispersed reinforcement: hooked end and wave shape. The volume content of steel fiber in the cube samples was 0.5, 1.0, 1.5 and 2.0 %. As a result of the investigation, the strength and deformation characteristics of steel fiber reinforced concrete under compression were obtained. Based on the experimental data, actual strain diagrams of steel fiber reinforced concrete were constructed, taking into account the type of reinforcing fibers and the percentage of reinforcing fiber. Based on the obtained diagrams, a law of deformation of steel fiber reinforced concrete is proposed, which can be described by a polynomial function of the fourth order with constant coefficients that determine the shape of the stress-strain curve. The presented research results can be used in developing a methodology for physically nonlinear analysis of steel fiber reinforced concrete elements with a percentage of dispersed reinforcement from 0.5 to 2.0 %.

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Properties of dispersed fibers for efficient concrete reinforcement

Cited by 3 publications

References 7 publications

Analysis for the efficiency of additional dispersed reinforcement using coconut fiber for a concrete beam with traditional steel bar reinforcement

Analysis for the efficiency of additional dispersed reinforcement using coconut fiber for a concrete beam with traditional steel bar reinforcement

Prediction of Strength Characteristics of Fiber-Reinforced Concrete Based on an Intelligent Analysis and Visualization of Multidimensional Data

Stress-Strain State of Steel Fiber-Reinforced Concrete under Compression Taking into Account Unloading from Inelastic Region

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