Effect of CKD and Fiber Glass on Impact Strength. and Hardness of Polyester Composites

Similar documents
Characterisation of Hollow Glass Fibre Reinforced Vinyl-Ester Composites

Comparative Study Of Mechanical Properties Of E-Glass/Epoxy Composite Materials With Al 2 O 3, CaCo 3, SiO 2 AND PBO Fillers

CHAPTER 3 STUDY OF MECHANICAL PROPERTIES OF CAST RESIN WITH FLYASH AND CEMENT

Impact Properties of Polyester Resins

Influence of Curing Temperature and Fiber Volume Fraction on the Mechanical Properties of Sisal Fiber Reinforced Polyester Composites

Fabrication and Study of Mechanical Properties of Sisal, Glass Fiber and MWCNTS Reinforced Polymer

Innovative Application of Scrap-tire Steel Cords in Concrete Mixes

Effect of Hydrocarbon Solutions on Polymer Concrete

HANDS-ON TRAINING: MATERIALS AND MIX DESIGN

MECHANICAL PROPERTIES OF SISAL/GLASS FIBER REINFORCED HYBRID COMPOSITES: A REVIEW

Mechanical peculiarity of TiO2 filled polyester based functionally graded materials

REUSE OF REINFORCED ACRYLIC PLASTIC WASTE IN NEW COMPOSITE MATERIAL DEVELOPMENT

Improve the Impact Strength of Polymer-Polymer Composites after Post Curing

To Study Mechanical Behavior of Composites based on Re- Reeling Mulberry Silk Waste with Unsaturated Polyester Resin.

MODELING MARSHALL STABILITY OF COIR FIBER REINFORCED ASPHALT CONCRETE

Research Article Self-Compacting Concrete Incorporating Micro-SiO 2 and Acrylic Polymer

The Implementation of Waste Sawdust in Concrete

INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 5, No 4, 2015

Center for By-Products Utilization

EXPERIMENTAL ANALYSIS ON RECYCLED WASTE GLASS IN CONCRETE A.Bharavi

Glass Fiber and Blast Furnace Slag Particles Reinforced Epoxy-based Hybrid Composites

Effect of Nano-Clay on The Mechanical Properties of Fresh and Hardened Cement Mortar Comparing with Nano-Silica

The Effects of Nanosilica on Charpy Impact Behavior of Glass/Epoxy Fiber Reinforced Composite Laminates

TENSILE AND IMPACT BEHAVIOUR OF RICE HUSK AND TERMITE MOUND PARTICULATED COIR-FIBER- POLYSTER COMPOSITE

Effect of Perlite Addition on Fracture Properties of Discontinuous Fiber-reinforced Cementitious Composites Manufactured by Extrusion Molding

Influence of Angle Ply Orientation on Tensile Properties of Carbon/Glass Hybrid Composite

Following are key codes & standards to remember for Civil Estimators to prepare the tender/bid proposal in correct manner.

Physico-Mechanical and Tribological Properties of Glass Fiber based Epoxy Hybrid Natural Composite

IJCST 23,4. Youjiang Wang School of Polymer, Textile and Fiber Engineering, Georgia Institute of Technology, Atlanta, Georgia, USA

Pozzolanic reaction of glass powder and its influences on concrete properties

POLYESTER MORTARS WITH FINE TAILING AS FILLER

Production of Functionally Graded Foams by Solid State Process

EXPERIMENTAL INVESTIGATION IN DEVELOPMENT LOW COST CONCRETE BY USING BRICK POWDER AND QUARTZ DUST

Experimental Investigations of Mechanical Properties of Natural Hybrid Fiber, Reinforced Polymer Composite Materials

INVESTIGATION ON FRACTURE TOUGHNESS OF TREATED HYBRID PARTICULATE REINFORCED POLYESTER COMPOSITE

The Effect of Local Available Materials on the Properties of Concrete

Center for By-Products Utilization

MECHANICAL PROPERTIES OF HIGH- DENSITY POLYETHYLENE FIBER CONCRETE

DION 9800 (Formerly ATLAC & A) Urethane Modified Vinyl Ester Resins

EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES AND ELECTRICAL CONDUCTIVITY OF NATURAL FIBRE REINFORCED COMPOSITE

Static Mechanical Properties of GFRP Laminates with Waste GFRP Interleaf

South Asian Journal of Engineering and Technology Vol.3, No.7 (2017)

Mechanical Properties of E-Glass/ Vinylester/Powder Rubber Hybrid Composites

Study on the Utilization of Paper Mill Sludge as Partial Cement Replacement in Concrete

Properties of laminates containing polymer glass fiber recyclates

Effects of Alternate Cementitious Materials on Compressive Strength and Environmental Impacts of Cement Mix Designs

Reactive Silica Sand Powder Concrete (RSSPC) Uniaxial Compressive Strength Investigation

Part 4 MECHANICAL PROPERTIES

J Sudeepan 1, K Kumar 2*, T K Barman 3, P Sahoo 3

Research Article Development of Glass/Jute Fibers Reinforced Polyester Composite

Impact Strength and Physical Properties of Geopolymer Composites Reinforced with Bagasse Cellulose Fibers

Comparative study on Mechanical properties of E-glass / Epoxy laminates filled with Silicon carbide, Activated charcoal and Mica

CHARACTERISTICS ANALYSIS OF COCONUT SHELL HUSK REINFORCED POLYMER COMPOSITES

Physicochemical Analysis of Cocoa Pod and its Effect as a Filler in Polyester Resin Composite

EFFECT OF WATER AGING IN MECHANICAL PROPERTIES OF COMPOSITE MATERIAL FOR FILAMENT WINDING

MECHANICAL PROPERTIES OF COMPOSITE MATERIAL REINFORCING BY NATURAL-SYNTHETIC FIBERS

EXPERIMENTAL STYUDY ON LOW COST FIBER REINFORCED CONCRETE

PREPARATION AND CHARACTERIZATION OF EPOXY COMPOSITE REINFORCED WITH WALNUT SHELL POWDER

DEVELOP HIGH TEMPERATURE GLASS FIBRE/PEKK PREPREG

Study of Water Effect on some Specimens of Epoxy Composites Reinforced with Different Types of Fibers

Experimental Study on the Influence of Raw Materials to Concrete Compressive Strength

Global Journal of Engineering Science and Research Management

Mechanical Engineering Research Journal

Partial replacement of cement by plant solid waste ash in concrete Production

Mechanical Properties of Epoxy / Polyester Blended Composite Using Wollastonite Powder as Filler

5.1 Essentials of Polymer Composites

Utilisation of Recycled Concrete Sludge Aggregate and Fly Ash in the Production of Lightweight Foamed Concrete for Environmental Sustainability

MECHANICAL CHARACTERIZATION AND FREE VIBRATION OF COMPOSITE LAMINATED PLATES

Effect of alkaline-resistant glass fibre on compressive strength of lightweight foamed concrete

Evaluation of Tensile Behavior of Sea Shell- Jute Fabric Reinforced Composite

FLEXURAL STRENGTHENING OF R.C BEAMS HAVING PLASTIC AGGREGATE THROUGH REDUCED W/C

DERAKANE Epoxy Vinyl Ester Resin

D. Maharaj & A. Mwasha University of the West Indies, Trinidad. Abstract

ALLOCATION SOLUTIONS FOR RECYCLED MUNICIPALWASTE AGGREGATES

Lightweight Cement Boards Reinforced with Fibers from Post Consumer Carpet

Matrix zone. Debonded/delaminated fibers. Matrix crack branching. Debonded area

Feasibility Study on Production of Fiber Cement Board Using Waste Kraft Pulp in Corporation with Polypropylene and Acrylic Fibers

Effect of filler addition on the compressive and impact properties of glass fibre reinforced epoxy

Application of Glass Fibre Reinforced Composite in the Production of Light Weight Car Bumper (A Case Study of the Mechanical Properties)

SOIL IMPROVEMENT USING WASTE TIRE CHIPS

Study on Strengthening of RC Slabs with Different Innovative Techniques

Preparation of graphite composite bipolar plate for PEMFC

Rapid Hot Pressing Technology for Composite Materials Manufacturing

EFFECTS OF MATRIX TYPES AND LOADING SPEED ON THE FAILURE BEHAVIOUR OF FRP COMPOSITES

Effect of different additives on compression strength of concrete, IJGE Vol.5, No.1, Egypt, 2009

Evaluation of Mechanical Properties of Aluminium Metal Matrix Reinforced with Silicon

Effect of rubber powder as filler on Glass fiber reinforced epoxy composites

Particle Erosion of Epoxy Resin

Effect of Partial Replacement of Cement by Fly Ash with Using Nylon Fiber in Concrete Paver Block

COMPOSITES. Gayathri & Yamuna

Characteristics of the Geopolymer using Fly Ash and Blast Furnace Slag with Alkaline Activators

Experimental Study on Partial Replacement of cement by Fly Ash with Glass Fiber Reinforcement

AN EXPERIMENTAL INVESTIGATION ON CONCRETE BY PARTIAL REPLACEMENT OF COPPER SLAG WITH FINE AGGREGATE AND CERAMIC WASTE WITH COARSE AGGREGATE

Study of Fracture Properties of Cement Stabilized Macadam

Bond Characteristics of Steel Fiber Reinforced Concrete

Research Article The Effect of Accelerators and Mix Constituents on the High Early Strength Concrete Properties

Post-stress Induced Tensile Property Modification of Jute Polymer Composite

Evaluation of Tensile Strength of Jute Fiber Reinforced Polypropylene Composite

Performance of spalling resistance of high performance concrete with polypropylene fiber contents and lateral confinement

This is a repository copy of Experimental research on concrete strength prediction by Limpet pull-off test in China.

Transcription:

Advances in Applied Physics, Vol. 2, 2014, no. 1, 1-8 HIKARI Ltd, www.m-hikari.com http://dx.doi.org/10.12988/aap.2014.31121 Effect of CKD and Fiber Glass on Impact Strength and Hardness of Polyester Composites Kh. Th. Hassan Department of Physics, College of Science, Anbar University Ramadi, Anbar, Iraq Copyright 2014 Kh. Th. Hassan. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. Abstract Cement Kiln dust (CKD) is a byproduct materials, formed in the kiln during the cement clinker production operation.. In this paper order to meet environmental requirements CKD used as filling particles to fabricated composite with polyester resin. Small percentage of fiber glass added to the CKD/Polyester composite to enhance their mechanical properties. Impact and hardness tests for composite showed that the presence of CKD improved both impact strength and hardness for the composite, while fiber glass shows significant increasing in impact strength of composite but has no longer influence on the hardness. Keywords: (CKD), Polyester, fiber glass, Impact strength, hardness 1 Introduction Recycling means any recovery operation by which waste materials are reprocessed into products, materials or substances whether for the original or other purposes. On the other hand, Recovery means any operation the principal result of which is waste serving a useful purpose by replacing other materials which would otherwise have been used to fulfill a particular function, or waste being prepared to fulfill that function, in the plant or in the wider economy. Byproduct dust (CKD) is a particulate mixture of partially calcined and unreacted raw feed, clinker dust ash, enriched with alkali sulfates, halides and other volatiles.

2 Kh. Th. Hassan In general, the waste material divided into two main types which are hazardous and non-hazardous. Non-hazardous waste is those do not meet the US Environmental Production Agency (EPA)'s definition of hazardous waste and are not municipal waste. EPA categorized (CKD) as a special non-hazardous material [1, 2]. Some of the CKD is recycled back again with the clinker but the amount are limited by the alkalinity requirements for Portland cement. However, most of CKD is disposed. In 2006 USA generated 2563000 metric tons of CKD, 1403000 metric tons were reused beneficially while 1160000 metric tons send to landfill and in Iraq there were about 640000[3,4,5]. Many researches done to recycle CKD, most of these researches concentrated on use of Cement Kiln dust as filler on asphalt cement or as stabilizer agent. Mixing of CKD and the waste of shingles with the soil in the asphalt cement improve the compressive strength for it [6]. On the other hand, add CKD with the other filler at different concentrations can improve the tensile strength of asphalt concrete [5]. Also, using CKD with Homra in conventional ceramic as composite contents can improve their mechanical and thermal properties [7]. Thaha investigated replacement of Portland cement with four different types of CKD in the development of low-strength materials. The results showed that the different percentages of CKD can developed the properties the asphalt [8]. In the resent years some researches done by using Cement Kiln Dust to reinforcement polymers. Study on the effect mixing (CKD) fine particle with epoxy resin reveals that the presence of these particles enhances the sliding wear resistance of epoxy resin [9]. In the resent paper, Firstly CKD used as a filling particles to reinforcement polyester resin alone and secondly mixed with a small percentage of fiber glass with different percentages. Impact strength and hardness measured for the samples to investigate the influenced of adding the CKD on the mechanical properties of the polymers. 2 Experimental 2.1. Fabrication of composites Cement kiln dust gotten from kubaisa cement plant (180km) west of Baghdad. Cement dust powder passing sieve no.8 (2.36mm) to get rid from impurities and to got same particles size. Polyester resin (density 1.1g/cm 3 ) was mixed with Cobalt Octoate which acts as accelerator of polymerization. (2wt. %) of Methyl ethyl ketone peroxide (MEKP) was added to the polyester resin which is acts as a catalyst and initiator of polymerization to the resin. After that, CKD powder mixed with polyester resin by the mixer for 5 min. The hand lay-up molding is used to prepare the composite. Five fabricated composites were prepared with

Effect of CKD and fiber glass 3 different percentage of CKD powder and polyester resin. Anther samples fabricated by adding fiber glass to CKD/Polyester mixture to fabricated composites same to three of above CKD/polyester composite percentages. Also, hand lay-up molding used and the mold subjected to (10 ton) pressers to complete the fabrication process. Table (1) illustrates different samples contents and percentages. Table 1: composite contents wt. % Sample name CKD wt. % Up wt. % G wt. % A1 30 70 0 A2 20 70 10 A3 22 70 8 A4 24 70 6 B1 40 60 0 B2 34 60 6 B3 32 60 8 B4 30 60 10 C1 50 50 0 C2 42 50 8 C3 37 50 10 C4 35 50 13 D1 70 30 0 E1 80 20 0 2.2. Izod Impact test Izard impact test used to measure the impact strength of the composites. All specimens prepared according to ASTM E23 with dimensions of 55x10x10mm V-notch: 2mm deep, with 45 angle and 0.25mm radius along the base. The test carried out three times for each sample and the rate of the result was taken. From energy absorbed in breaking the specimen, impact strength calculated according to the following relation Izod Impact strength (J/cm 2 ) 2.3. Hardness test Shore D hardness tester used to measure the hardness for the samples. The samples fabricated with a completely flat surface before carried out the test which is very necessary to get good results. Hardness test carried out according to ASTM D2240. The specimen is first placed on a hard flat surface. The indenter for the instrument is then pressed into the specimen making sure that it is parallel to the surface. The hardness is read within one second of firm contact with the specimen. The test specimens are generally 6.4mm thick.

4 Kh. Th. Hassan 3. Result and Discussion 3.1. Impact strength Fig.1. exhibit the effect of CKD filler concentrations in impact strength of polyester composite. It was found that the impact strength of the composite increased with the increasing of the CKD fillers. The best Impact strength result obtained for the samples of (40wt. %) CKD. However, increasing of CKD fillers percentage in the polyester composite deceased the impact strength of the composite and at the percentage of (80 wt. %) CKD the impact strength dropped to the value less than the impact strength value of the small concentrations (30wt. %). It was clearly to observe from the figure that the best result take place with the fillers concentrations between (40 to 50 wt. %) of CKD. The increment in impact strength of polyester composite with the CKD fillers is due to the capability of the fillers to resist the propagation of the crack before the facture take place. In addition, good interaction between the fillers particles and the polyester matrix would increase the strength of the composite. This is attributed to that the interlocking of polyester into the pores region of the fillers [10]. Fig.2. illustrate impact strength for three weight percentages of CKD fillers and fiber glass according to the results obtained from the last curve. Fiber glass percentages differ from (6 to 13 wt. %) for these three reinforcement materials. Test result shows increasing in impact strength with the increasing of fiber content for this small limit of fiber glass weight percentage unless for the 30%wt. which decreased with the increasing in the fiber glass contents. Among all the samples best result was for A4 sample (13.277 J/cm) which unexpected due to the results obtained in the fig.1. This could be attributed due to the good interaction among the contents in this weight percentage which was reflected on the very good resistance against crack propagations Results for C4, A3, A2 and C3 respectively supported this assumption. So the best impact strength results for CKD/fiber glass/polyester composite for little fiber glass contents could be in that range of weight concentrations.

Effect of CKD and fiber glass 5 Fig.1.Impact strength of CKD/Polyester composites Fig.2.Impact strength of CKD/Fiber glass/polyester composites 3.2. Hardness Hardness gives good information on the microstructure of polymer composite. So, good mixing give homogenous composite. The result shows that an increase in CKD fillers increased the hardness of the composite. Fig.3. shows the change of

6 Kh. Th. Hassan the hardness with the change in the CKD weight concentration. However, good result obtained from the specimens B1, C1 respectively. On the other hand, other specimen shows hardness results closed to those best results. Fig.4. illustrate the hardness test results for CKD/Fiber glass/ composite. The results show that the adding of fiber glass to the composite no longer increased the hardness to the composite. Best result obtained for B4, C4, and B3 respectively, these result indicated that the good hardness obtained was to the same composites weight percentage for the low fiber glass contents that showed good impact results. Fig.3. Hardness of CKD/polyester composites Fig.4. Hardness of CKD/Fiber glass/polyester composites

Effect of CKD and fiber glass 7 4. Conclusions In general, the present research shows that the cement kiln dust can be used as good fillers to product new composite and reduced the cost of materials. The results indicated that for this small range of fiber glass percentage between (6-13wt.), the best results obtained from CKD fillers contained in polyester composite lied in the range of (22-37%wt) CKD weight percentages. Adding CKD to polyester resin increased both impact strength and the hardness for the composite while, adding fiber glass has significantly increased the impact strength of composite but has no influence in the hardness of composite. References [1] BS EN 179-1: CEM 1, Health and safety information, Portland cement, data sheet, Lafarge cement UK Ltd, Birmingham, UK (2012) [2] Environment agency, Guidance for the recovery and disposal of hazardous and non-hazardous waste, integrated pollution prevention and control, IPPC S5.06, 4 (2004), 5-7. [3] J. S. Baugh, T. B. Edil, Suitability of Cement Kiln Dust for Reconstruction of Roads, Portland Cement Association, Skokie, Illinois, USA, (2008), 1-7 [4] Wayne S. Adaska, Donald H. Taubert, Beneficial uses of cement kiln dust, PCA 50 th cement industry technical conference, (2008), 1-5 doi:10.1109/citcon.2008.24 ISBN [5] Dr. Talal H. Fadhil, Salih S. Jasim, Dr. Khalil E. Aziz, Ahmed S. Ahmed "Influence of using White Cement Kiln Dust as a Mineral Filler on Hot Asphalt Concrete Mixture Properties", International journal of civil engineering and technology, 4(2013), 87-96. [6] A. Ahmed, M. Shehata, and S.Easa, Use of Factory-Waste Shingles and Cement Kiln Dust to Enhance the Performance of Soil used in Road works, Advances in Civil Engneering, (2009), 9. doi:10.1155/2009/143750 [7] H.H.M. Darweesh, E.M. Negim and M.M.S. Wahsh, Densification and Thermo mechanical Properties of Conventional Ceramic Composites Containing Two Different Industrial Byproducts, American-Eurasian Journal of Scientific Research, 7(2012), 123-130

8 Kh. Th. Hassan [8] W. Thaha, Development of controlled low strength materials using cement kiln dust, M.S. thesis, Civil Engineering Department, Ryerson University, Toronto, (2005) [9] A. D. Bhatt, A. Patnaik, A. Satapath, and Siddhartha, A study on Modified Mechanical Wear Characteristic of Epoxy-Particulate Filled Homogenous Composites and their Functionally Graded Materials, Journal of Tribology, 133 (2010), 11. doi:10.1115/1.4002543 [10] A. Abu bakar and L.F. Low, Fracture Toughness and Impact strength of Hollow Epoxy Particles-Toughened Polyester Composite, Sains Malaysiana 4(2013), 443-448. Received: November 1, 2013