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Experimental Investigation on Strain Hardening Polymer Composite
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1406 EXPERIMENTAL INVESTIGATION ON STRAIN HARDENING POLYMER COMPOSITE A.Joyson Albino1, K.S.Navaneethan2 1 PG Student, Department of Civil Engineering, Kongu Engineering College, Tamilnadu, India 2 Assistant Professor, Department of Civil Engineering, Kongu Engineering College, Tamilnadu, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Theexaminationisnowbeing ledbyconcerningthe utilization offiber strengthened covers forvarious applications. Thescope ofthe workis toexamine thehybridation offilaments with aramid, nylon and glass strands for utilization of strengthening. The mechanical properties, for example, impact, tensile andflexuralstrength offiberstrengthenedcompositesin the frameworks of covers will discover. Creation of examples includes fiber material covered with holding material by epoxy gum, in which 3mm to 5mm thick overlays were prepared. Coversarecreatedbyhandlayupsysteminashape, curedunder light weight for 2 hours, trailed by curing at room temperature for 2 days. Here, to decide the greatest quality of differing creations of aramid, nylon and glass filaments. These covers, mechanical properties will be inspected under the room temperature for deciding the central properties. Since the fiber have the non-linearity conduct, here we bring the cross breed fiberinto theoverlays thatgivesthestrainhardeningproperties. Key Words: Fiber, Epoxy, Aramid, Glass, Nylon, Hybrid, Strain Hardening, FRP 1. Introduction The field of engineering investigating the solutions for avoiding the failures which the mankind comes across. In here to identify the principle causes forthefailurealongwith the other causes which complement the principle causes along with their respective remedial measures and precautions to be taken prior to the failure. There is now, need to understand the various situations or conditions whose existence gave rise to such failures. This is very important to be done in order to reduce the consequences caused by such failures. The most ideal approach to handle these disappointments is to battle it by confronting them gravely recognizing the reasons for this and to decide the preventive measures to keep those disappointments from happening in future. The large classification of causes for failure can be done in two types called controllable and uncontrollable causes. Controllable causes are the causes which can be controls by taking legitimate preventive measures and through review amongthedevelopmentofthe structure. Uncontrollable causes are those which are structures are in out of control and there are no preventive measures. Those controllable failures during the period of service can be rectified by the suitable repair or retrofitting technique. Retrofitting is the process of modifying the existing structures to make them more resistant to seismic activity, ground motion due to earthquakes and to provide the additional structural stability. Many structures were planned without satisfactory documenting and support for seismic protection, in that view different researchhavebeen completed. Here, retrofitting used to reproduce the load carrying capacity and serviceability of structure for future consideration. Upgrading and repairing certain building to make it more resistant and also to be a better economic consideration and immediate solution for problems rather than replacement of building. Use of fibers could be beneficial in civil engineering structures.Fibersarenormally using in concrete to govern cracking due to plasticshrinkage and drying shrinkage. They also reduce the permeability of concrete and reduce the bleeding of water. Thematerialsare polymerized into a long, linear chemical that bond two adjacent carbon atoms. Different composition of chemical componentswill be used to produce different typesoffibers. Synthetic fibers are having more durability by comparing natural fibers. Strain hardening is the process of making the material to harden after deformationandtoincreasingstress on a material. By applying load there are possibilities that material may fail before reaching the desiredstressvalue.To examine the composite action of FRP laminates in different load levels. The use of fibers in composite materials will increase the strength of the structure. Thecompositescanbe increasing the structural performance. Materials The furthermost mutual form in which fiber reinforced composites are used in structural uses is named a polymer composite, which is made by stacking a number of tinny layers of fibers and matrix and merging them into the preferred thickness. Fiber placement in each layer aswellas the stacking sequence of various layers in a polymer composite can be exact to make a wide range of physicaland mechanical propertiesfor the polymer compositelaminates. Fiber Reinforced composite materials contain of fibers of high strength and modulusbonded to a matrix withseparate interfaces between them. In general fibers are the standard load carrying members, while adjoining matrix keeps them in the preferred location and direction. It acts as a load transferal medium between them, and keeps them from the environmental damages due to high temperatures and moisture. Epoxy resin and hardener preparing with various types of fibers used by aramid, nylon and glass called fiber reinforced polymer composites (FRP), using on those fibers for hybridation called hybrid fiber reinforced polymer composite (HFRP).
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1407 Properties The primary reason for epoxy’s popularity is its superb mechanical strength. It is nearly cheaper and faster than welding. Epoxy also has excellent resistance to chemicals. After setting time of epoxy resin, there is no worry of chemical reaction that will weaken the seal also it resists heat. That protection makes it perfect for gadgets and electrical frameworks and other mechanical applications. The individuals who utilize epoxy know about the great mechanical quality and low curing constriction. It also known the epoxy resin are well-balanced industrial materials and suited to broad range of applications. Engineers are faced with concerns about heat dissipation, electrical insulation, lightweighting, vibrationandreduction of corrosion. Epoxy is an adhesive formulation that meetsall of those concerns. Its thermal and electrical properties, strength and durability are what epoxy is noted for. The properties along with the resistance to immersion and hostile chemical vapor are the reason, it’s chosen by engineers. It has excellent gap filling properties. It also resistance to cold, radiation and steam. Hardener is a substance mixed with paintorotherprotective covering to make the finish harder and more durable. It is a curing agent for epoxies or fiberglass. Material which does not enter into the reaction is known as catalytic hardener. Hardener is usually classed as a corrosive, and as an irritant when in contact with the skin or by inhalation. Aramid Fiber It is a class of warmth safe and solid engineered filaments. They are ordinarily utilized asa part of aviation and military applications, for body protection texture composites, tires, marine cordage. Aramid filaments were first presented in business application in mid-1960's. The limitof para aramid generation was evaluated at 41000 tons for every year in 2002 and expands every year by 5-10%. In from 2007 the collection generation limit of around 55000 tons for every year. Glass Fiber It is a material involving continuous to a great degree fine filaments of glass. Glass strands are substantially less expensive and fundamentally less fragile when utilized as a part of composites. Glass fibers are used as a reinforcing agent for many polymer products. It is used to form a very strong and relatively light weight fiber reinforced polymer (FRP) composite material. Uses of glass fiber include mats and fabrics for thermal insulation, sound insulation and electrical insulation. Manufacturing of glass fiber insulation can used recycled glasscontains up to 40%of recycled glass. It is cheaper and more flexible than aramid fiber. It is stronger than many metals by weight also can be molded into complex shapes. The glass fibers used for insulation,for made the structure to be strong. Nylon Fiber It is the fiber which have longest history among synthetic fibers. Nylon wasthe first commercially successful synthetic thermoplastic polymer. The nylon stocking will be reprocessed and made into parachute for army fliers. Nylon pitches are generally utilized as a part of vehicle industry particularly in the motor compartment likewise it utilizedas a segment of nourishment bundling, where an oxygen obstruction is required. Development of FRC and HFRC Laminates It manages the manufacture stages used to acquire the composite material. The means associated with Hand-Lay- Up strategy for advancement of fiber fortified composite is same for the manufactured filaments. There are eight states of FRP overlays are utilized here in like manner aramid, nylon and glasswith variousgramsper squaremeterforFRC and HFRC covers. By setting up a form in150mmX200mmX 15mm putting with overhead projector sheet and remover for simple to evacuate and dealing with the overlay showsin fig 1.1. Planning of epoxy framework by 1:10 proportion connected at base layer of form. For FRC overlays applying single fiber tangle with shapemeasurementandfurthermore for HFRC covers utilizing diverse fiber mats with form measurement used to submerged by epoxy gum. Again applying epoxy network up to the level secured with overhead projector sheet and curing at room temperature for two days. The testing of FRC and HFRC laminates are done with the help of ASTM standards, before testing the laminates shown in figure 1.2
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1408 Testing The tensile, flexural and impact strength of polymer composite was tested by using the Strain controlled UTM based on ASTM standards shown in figure. The size of 165mm X 19mm X 13mm for tensile, 50mm X 13mm for impact and 50mm X 13mm flexure (as per ASTM standard size). Fig 1.3 Tensile test The outcomes were depicted aramid fiber is great in quality however not great in prolongation. For this situation Nylon strands gives a decent outcome in stretching yet not all that well in quality. By the blend of aramid and nylon HFRP composite not givea normal outcome as a result of holding issues. So by getting ready glass filaments like 200 and 400 GSM overlays with aramid and nylon textures give a superior come about by looking at different composites. The main concept of Strain hardening is the process of making the material to harden after deformation and to increasing stress on a material. Table 1.1 Test results of HFRP laminates Description Aramid and Nylon ANG 200 GSM ANG 400 GSM Yield force (N) 392.28 1686.8 1677 Yield elongation (mm) 4.87 5.44 4.58 Break force (N) 843.4 1735.84 1716.23 Flexural at yield (N/mm2) 24.57 32.53 21.57 Flexural strength at break (N/mm2) 29.195 34.085 23.353 Impact load (Joule) 0.552 1.622 2.642 Fig 1.6 Tested Laminates In here ANG 200 and 400 GSM HFRC laminates gives a worthy results and also, even if it had a failure at the time of load carrying the strength is quickly reduced but after at some point level it has gain as shown in the figure Therefore, in this ANG composites gives a good result in strain hardening. The tested laminates are shown in fig 1.6 also the difference between load and deflection of HFRC laminates shown in figure 1.7. Fig 1.7 Graphical Result for ANG laminate
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 01 | Jan-2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 1409 Conclusion The present examination of nylon, aramid and glass strands mixture composites prompt the accompanying conclusions, 1.HFRC – Aramid and Nylon not give an expected result because of bonding problem. 2.Aramid have a less amount of elongation by comparing Nylon, but nylon is not giving a good strength by comparing aramid. 3.By using Glass fibers with aramid and nylon composites giving a great result by comparing other composites. It gives the maximum tensile strength 1735.84 N. Also it gives maximum impact load up to 2.642 J. 4.Strain hardening is materialized in ANG composites. 5.The properties of fiber compositessuch astensilestrength, flexural strength and impact strength are calculated. 6.By the same time properties of fiberchosenforhybridation should be high density, light weight and good impact resistance. 7.In hybridation, helps to increasing the strength of composites. 8.It reveals that hybridation the synthetic fibers giveabetter result in retrofitting. Reference [1]Abdullai Ahmed, (2017).“ Methodology of evaluating innovative technologies for low energy retrofitting of public buildings.” Energy procedia 112 (2017),pp,166-175. [2]Arthanarieswaran, V.P. (2014). “Evaluationofmechanical properties of banana and sisal fiber reinforced epoxy composites: Influence of glass fiber hybridization.”Materials and Design,64,(2014),pp,194–202. [3]Constantine E. Chalioris (2007). “Analytical modelforthe torsional behavior of reinforced concrete beams retrofitted with FRP laminates.” Engineering Structures 29 (2007) ,pp,3623-3297 [4]Czigany, T.(2006). “Special manufacturing and characteristics of basalt fiber reinforced hybrid polypropylene composites: Mechanical properties and acoustic emission study.” Composites Science and Technology,66,(2006),pp,3210–3220. [5]Fabrizio Sarasini.(2013). “Effect of basalt fiber hybridization on the impact behavior under low impact 123. [6]Huy Pham, Riadh Al-Mahaidi.(2004), “Experimental investigation into flexural retrofitting of reinforcedconcrete bridge beams using FRP composites.” Composite Structures,66,(2004),pp,617–625. [7]Mustafa Sahmaran (2005). “ Workability of hybrid fiber reinforced self-compacting concrete.” Building and environment 40 (2005) ,pp,1672-1677. [8]Osemeahlon, S.A. , barminas, J.T.(2007) “Study of some physical properties of urea formaldehyde and urea proparaldehyde co-polymer composite for emulsion paint formulation.” International journal of physical science, vol 2(7),(2007), pp,169-177. [9]Rami A. Hawileh.(2014) “Behavior of reinforced concrete beams strengthened with externally bonded hybrid fiber reinforced polymer systems.”Materials and Design, 53,(2014),pp,972–982. [10]Shamim A. Sheikh.(2002) “Performance of concrete structures retrofitted with fiber reinforced polymers”. Engineering Structures, 24, (2002), pp, 869–879. [11]Shanya orasuttihikul. (2017) “Effectiveness of recycled nylon fiber from waste fishing net with respect to fiber reinforced mortar.” Construction and building materials, 146, (2017), pp,594-602. [12]Sudhir Kumar (2016). “Two body abrasive behavior of nylon 6 and glass fiber reinforced nylon ^ composites.” Procedia technology 25 (2016),pp,1129-1136. [13]Weizhang Liao (2016). “Experimental studies and numerical simulation of behavior of RC beams retrofitted with HDDWM-HPM under impact loading.” Engineering structures, 35(2016), pp,1624-1618 [14]IS: 456-2000, “Indian Standard for code practicing for plain reinforced concrete”, Bureau of Indian Standards,New Delhi, India. [15]IS1151-1996, “Indian Standard Code for practice glass fiber standard mat from the reinforced of epoxy, Bureau of Indian Standards, New Delhi , India. composites”. Composites: Part A,47,(2013),pp,109 – velocity of glass/basalt woven fabric/epoxy resin
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