Presentation on theme: "Boron Carbide (B4C) Boron Carbide is one of the hardest materials known, ranking third behind diamond and cubic boron nitride. It is the hardest material."— Presentation transcript:
1Boron Carbide (B4C)Boron Carbide is one of the hardest materials known, ranking third behind diamond and cubic boron nitride. It is the hardest material produced in tonnage quantities. Originally discovered in mid 19th century as a by-product in the production of metal borides, boron carbide was only studied in detail since 1930.Boron carbide powder (see figure 1) is mainly produced by reacting carbon with B2O3 in an electric arc furnace, through carbothermal reduction or by gas phase reactions. For commercial use B4C powders usually need to be milled and purified to remove metallic impurities.
2In common with other non-oxide materials boron carbide is difficult to sinter to full density, with hot pressing or sinter HIP being required to achieve greater than 95% of theoretical density. Even using these techniques, in order to achieve sintering at realistic temperatures (e.g °C), small quantities of dopants such as fine carbon, or silicon carbide are usually required.As an alternative, B4C can be formed as a coating on a suitable substrate by vapour phase reaction techniques e.g. using boron halides or di-borane with methane or another chemical carbon source.
4Guide Mr.D.Siva Prasad Asst. Prof. in Mech Engg. GITAM A New Technology for the Production of Aluminum Matrix Composites by the Plasma Synthesis MethodGuideMr.D.Siva PrasadAsst. Prof. in Mech Engg. GITAMGuide
5Properties Extreme hardness Difficult to sinter to high relative densities without the use of sintering aidsGood chemical resistanceGood nuclear propertiesLow densityTypical properties for boron carbide are listed in table 1.Table 1. Typical properties of boron carbide.Property Density (g.cm-3)2.52Melting Point (°C)2445Hardness (Knoop 100g) (kg.mm-2) Fracture Toughness (MPa.m-½) Young's Modulus (GPa) Electrical Conductivity (at 25°C) (S)140Thermal Conductivity (at 25°C) (W/m.K) Thermal Expansion Co-eff. x10-6 (°C)5Thermal neutron capture cross section (barn)600
6Applications Abrasives Nozzles Nuclear applications Ballistic Armour Other Applications
7LiteratureMechanical properties of aluminium-based particulate metal-matrix composites by T.J.A. Doel, M.H. Loretto, P. BowenMechanical properties of aluminium-based particulate metal-matrix composites
8Preparation of aluminum/silicon carbide metal matrix composites using centrifugal atomization Powder Technology,Effect of matrix hardening on the tensile strength of alumina fiber-reinforced aluminum matrix composites Acta Materialia, Volume 54, Issue 9, May 2006, Pages
9Elevated-temperature, low-cycle fatigue behaviour of an Al2O3p/6061-T6 aluminium matrix composite In situ fabrication of Al3Ti particle reinforced aluminium alloy metal–matrix composites Materials Science and Engineering A,
10Mechanical properties and grinding performance on aluminum-based metal matrix composites Journal of Materials Processing Technology,Investigation of impact behaviour of aluminium based SiC particle reinforced metal–matrix composites Composites Part A: Applied Science and Manufacturing, Volume 38, Issue 2, February 2007, Pages
11The compressive viscoplastic response of an A359/SiCp metal–matrix composite and of the A359 aluminum alloy matrix International Journal of Solids and Structures,Damage mechanisms under tensile and fatigue loading of continuous fibre-reinforced metal-matrix composites
12CompositeTwo or more materials are combined on macroscopic scale to form a third material to exhibit best required material properties.Advantages:i) High strength to Weight ratio.ii) Tailor able properties by changing theconstituents, Hybridization and Stackingsequences.Properties that can be controlled are(a) Strength (d) Weight(b) Stiffness (e) Thermal conductivity(c) Wear resistance (f) Fatigue life
13Types of Composite Materials Metal Matrix CompositesPolymer Matrix CompositesParticulate CompositesShort Fiber CompositesContinuous Fiber Composites
14Vibration Control Controlling Vibration is a very important step in design, when it is known to cause adverse effects on the performance of machinery or human comfort levels (a) Mass Alteration (b) Stiffness Alteration (c) Introducing DampingDampingRefers to the extraction of Mechanical energy from a vibrating system usually by conversion of this energy into heat.Damping serves to control the steady state resonant responses to attunate the vibration levels in structure.
15No external source of energy is required. Active Damping Vibration is controlled through external source of energy [ SMART Layers, Feedback systems, Actuators, Sensors, Control systems are required Reliability is low. ]Passive DampingNo external source of energy is required.Inherent property of the system.Highly reliable
16Passive Damping Methods (a) Viscous Damping (b) Coulomb Damping (c) Material Damping (d) System DampingMaterial Damping (inherent property of materials) plays major role where providing other dampers are difficult, such as Aircraft, space and structural applications. System Damping that includes the damping at supports, boundaries, joints, interfaces in addition to Material Damping. pq OVERALL OBJECTIVE: Enhancement of Damping in GFRC
17AuthorMajor contributionReported in1Barret (8)Damping enhancement through damping tapes. (Damping tapes are visco elastic materials ),Constrained layer damping2Matena (9)Optimization of damping tape length3Rotz & barret (10Co cured visco elastic layers embedded in fiber reinforced composites to enhance the damping. Design of required stiffness and damping to the structure.4Matena& Gibson 11,Hybridization of laminae with polyethelene and graphite to get better stiffness and damping.5Adams & Zimmerman 12Position of Visco elastic damping layers. Advised to keep more damping layers at outer most surfaces.6Suarez et al. Gibson et al.Use of discontinuous fiber reinforcement with a stiffness mismatch between fiber and matrix will lead to the improvement of internal damping in fiber-reinforced polymer composite materials by increasing the shear deformation near the fiber ends. For unidirectional short fiber composites, damping increases with decreasing fiber aspect ratio.
187[15, 20].Shown that the interphase damping of fiber-reinforced polymer composites has a significant effect on damping because of the high shear strain energy stored in the interphase.The high shear strain in the region of the fiber/matrix interface is due to the mismatch between the fiber and Matrix properties. Thus, improvement of damping can be achieved by putting a high damping material (fiber coating) in this region of high shear strain.8Finegan and GibsonProposed and presented analytical and experimental models to study the influence of fiber coatings with visco elastic materials on the damping of the composite material.9ZhouHong, Huang Guangses, H.C jiaNew kind of composite sound absorber has been fabricated using recycled rubber particles with good attenuation (damping of noise) property. It has been proved that the developed (experimentally and analytically) absorber has brand band sound capacity.J. Sound& Vibration 304 (2007)10Himansu rajnia, Nader JaliliStiffness and damping properties of carbon nanotube epoxy composites are examined for use in structural vibration applications. Presented stick slip motionsComposite science and Technology 65 (2005)11Mahmood M.shokrich; Ali najafiThe effects of composite reinforcement on dynamic behavior of metallic plates has been studied experimentally and observed that reinforcement changes both stiffness and damping ratio. Concluded that damping ratio are highly sensitive depends on manufacturing and testing conditions, free conditionsComposite structures75,(2006),
1912Jong hu yim, Shee yong cho etal.composite beam inserted with a visco elastic layer was analyzed and effect of thickness of the visco elastic core thickness in the beam and length of the beam on loss factors. It was demonstrated that the capability to enhance the damping. It was shown Ni-Adams theory can be efficiently used to identify the damping of beamsComposite structures 60 (2003)13
20Enhancement of damping in composites can be carried out by: (1) Surface Treatments: Addition of damping tapes made of Visco Elastic Materials ( Weight will be more due to Constrained Layer ) (2) Co-cured Layers: Insertion of damping layers before curing ( Delamination ) (3) Fiber Coating Treatments: Visco Elastic Materials ( Effects other properties ) (4) Hybridization: i) Lamina level ( Delamination ) ii) Constituents level ( Alteration of resin properties)
21Objectives of the Present Work Objectives of the Present Work * Influence of Natural Rubber particle on damping properties of Glass Fiber Reinforced Epoxy Composites. * Effect of particle size on damping. * Effect of particle size on Tensile properties and flexure properties [Tensile strength, Tensile modulus, Flexure strength and Flexure modulus ] * Influence of natural rubber properties on structural damping.
22Fabrication of Composite Natural Rubber particles are sieved and four different sizes (0.9mm, 0.45mm, 0.254mm, mm) are segregated based on average dia of sieves and each size is mixed in Epoxy resin by using Sonicator.
23Glass Fiber Reinforced Epoxy composites are fabricated in the form of plates (300mmx250mmx4mm sized die) by hand lay up technique followed by compression moulding
24Experimentation The Composite plates are cut into Tensile Specimens of size 250mmx25mmx3mm and flexure specimens of size .
25Tensile and Flexure tests are carried out as per ASTM D 3039 and ASTM D 790.
26Morphology Studies Zeiss EVO MA 15 SEM image of Fractured surface of rubber included composite
27Dynamic Mechanical Analysis is carried out in DMA Q800) to find Storage modulus and Loss factors ( Material Damping ) and their dependency on Frequency and Temperature in both 3 point bending and shear modes. Samples sizes: point bending : 10mmx5mmx3mm shear : 10mmx10mmDMA Q800
29Results and Discussions Effect of particle inclusions on tensile and flexure stiffnessEffect of particle inclusions on tensile and flexure strength
30Tensile and Flexure Tests: Tensile and Flexure Tests: * Both Tensile and Flexure strengths are influenced by rubber inclusions. * As the particle size increases, both the strengths are reduced but not significant at smaller particles. * Among the selected, the reduction in Tensile and Flexure strengths are only 6% and 11% respectively at mm. * At larger particle , 0.9mm it is of 29% to 39%. * The tensile modulus and flexure modulus are reduced slightly up to mm particle size and there after the reduction in these properties was significant
31DMA StudiesStorage modulus Vs temperature in three point bending
33Storage modulus (shear) Vs temperature in three point bending
34Loss factor versus temperature. Both bending loss factor and shear loss factor s of particle included composite is greater than that of neat compositeAt smaller particle mm exhibits highest damping among the selected particles.
35Structural DampingModel FRF of cantilever beam (frequency Hz vs. responses m/s2/N)
36Influence of natural rubber particles on damping ratios and modal frequencies of cantilever beams
37Particle size Vs damping ratios of cantilever beams
38Particle size Vs damping ratios of fixed free plates
39STRUCTURAL DAMPINGDamping ratio is increased by inclusion of rubber particles at all moThe size of the rubber particle and frequency of the mode are significant in damping ratio improvement.Improvement in damping ratio is more at the lower frequencies i.e. damping ratio improvement is reduced from mode 1 to mode 5 .The particle size of 0.25 mm exhibited better performance in increasing the damping ratio among the selected particle sizes in all modes. At first mode it is almost four times than that of neat compositeIt is observed that at higher particle size and at higher modal frequencies the effect of inclusions is not much significant
40conclusionsMechanical and damping properties of woven glass fabric plain mill epoxy composites with natural rubber particle inclusions are tested experimentally. Following conclusions are drawn from the experimental results.Tensile strength and flexure strength are influenced by size of the rubber particle inclusions. Both tensile and flexure strength are decreased when compared with neat composites . At smaller particles the reduction in these particles are not significant.The shift in natural frequencies is more at higher modes and less at lower modesDamping is decreased with increase in resonant frequency in all the test conditions and is influenced by the rubber particle size. Variation in damping ratios is more at the first mode with rubber particle inclusions and then decreased gradually up to fifth mode.Damping increased up to mm particle inclusions and then decreased. Among the selected particle sizes, mm particle inclusions improved damping more compared to other particle sizes without affecting much in stiffness in case of cantilever beams and fixed free plates.