Effects of Hybridization of Carbon and Polypropylene Short Fibers as Reinforcement on Flexural Properties of Fine Aggregate Concretes
Abstract: Nowadays, the
advantages of short fibers as reinforcement in cement based materials are well
known. In this paper, the effect of hybridization of short polypropylene (PP)
and carbon fibers on flexural properties of a fine aggregate concrete has been
investigated. Samples with dimensions of
containing 2 vol% of the polypropylene and carbon fibers with 6 and 8mm
length were made. The PP to carbon fiber proportion in the samples were
selected as 100:0, 75:25, 50:50, 25:75 and 0:100. A four-point bending test was
carried out on all the samples to investigate the flexural behaviour. It was
found that the addition of carbon fibers significantly increases the flexural
load (i.e. 260%). The application of PP fibers leads to a 2590% increase in the
toughness compared to the control sample. It was also found that the sample
with carbon to PP ratio of 75/25 shows the optimum results and it leads to 190%
and 2070% increment in the flexural load and toughness, respectively, in
comparison to the control sample.
Keywords: Fine Aggregate
Concrete; Flexural Properties; Carbon Fibers; Polypropylene Fibers; Strain
Hardening Behavior
Author: Mana Halvaei, Masoud
Jamshidi, Masoud Latifi
Journal Code: jptsipilgg160056

Artikel Terkait :
Jp Teknik Sipil gg 2016
- Implementation of Decision Support System for Integrated Coastal Zone Management of Sustainable Mariculture Development Industry in Indonesia
- Proposed Design Graphs of Geotextile Reinforcement on Soft Clay under Various Field Conditions
- Effect of Temperature on Precipitation Rate of Calcium Carbonate Produced through Microbial Metabolic Process of Bio Materials
- Study on Shear Behavior of Concrete-polymer Cement Mortar at Elevated Temperature
- Comparing Performance of Government and Private Clients in Construction Projects: Contractors’ Perspective
- Creep Properties of Walikukun (Schouthenia ovata) Timber Beams
- Reinforced Concrete Finite Element Modeling based on the Discrete Crack Approach
- Experimental Investigation on the Effect of Specimen Size in Determining Fracture Parameters of Concrete
- Establishment of a Stochastic Model for Sustainable Economic Flood Management in Yewa Sub-Basin, Southwest Nigeria
- Energy Production from Sewage Sludge in a Proposed Wastewater Treatment Plant
- Effect of Natural Zeolite-Pozzolan on Compressive Strength of Oil-Polluted Concrete Marine Structures
- A Study on the Contributing Factors of Major Landslides in Malaysia
- Geotechnical Properties of Lateritic Soil Stabilized with Ground-Nut Husk Ash
- Analyzing Parameters Influencing Scour Bed in Confluence Channels Using Flow3D Numerical Model
- BIM for Facility Management: Challenges and Research Gaps
- Analysis of RC Continuous Beams Strengthened with FRP Plates: A Finite Element Model
- Risk Assessment of Geological Hazards in a Tunneling Project Using Harmony Search Algorithm (Case Study: Ardabil-Mianeh Railway Tunnel)
- Numerical Modeling of Flow Field in Morning Glory Spillways and Determining Rating Curve at Different Flow Rates
- Numerical Modeling of Local Scour at the Junction of Open Channels in Flow3D Numerical Model
- Artificial Neural Network-Cuckoo Optimization Algorithm (ANN-COA) for Optimal Control of Khorramabad Wastewater Treatment Plant, Iran
- Investigation of Ready Mixed Concrete Transportation Problem Using Linear Programming and Genetic Algorithm
- Numerical Simulation of Impulsive Water Waves Generated by Subaerial and Submerged Landslides Incidents in Dam Reservoirs
- The Effect of Rail Defects on Track Impact Factors
- Analytical and Laboratory Evaluation of the Solubility of Gypsiferous Soils