1 COMPARATION OF KENAF FIBER COMPOSITES TO STRUCTURAL COMPOSITES PRODUCED BY “EUROKOMPOZIT “ V.Srebrenkoska ECO-PCCM Third Meeting, Azpettia, Spain, 28-29.

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1 COMPARATION OF KENAF FIBER COMPOSITES TO STRUCTURAL COMPOSITES PRODUCED BY “EUROKOMPOZIT “ V.Srebrenkoska ECO-PCCM Third Meeting, Azpettia, Spain, September 2005 EUROKOMPOZIT 11 OKTOMVRI Eco-Houses based on Eco-friendly Polymer Composite Construction Materials 11 OKTOMVRI ISO 9001:2000

2 Composite materials, which are produced in "Eurokompozit" Composite materials containing glass fabric as reinforcement and synthetic phenolic resin as matrix. Composite materials containing glass fabric as reinforcement and synthetic phenolic resin as matrix. Composite materials containing cotton fabric as reinforcement and synthetic phenolic resin as matrix. Composite materials containing cotton fabric as reinforcement and synthetic phenolic resin as matrix. Composite materials containing cellulose paper as reinforcement and synthetic phenolic resin as matrix. Composite materials containing cellulose paper as reinforcement and synthetic phenolic resin as matrix. Composite materials containing glass fabric as reinforcement and synthetic epoxyde resin as matrix. Composite materials containing glass fabric as reinforcement and synthetic epoxyde resin as matrix. ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

3 The reinforcement material used in the composites is impregnated with a resin when a preform prepreg is obtained. With the impregnation process a complete wetting of fibers with the matrix is performed lake a transparent film. In the prepreg itself the resin is transformed from A to B stages that is form liquid and soluble phase into a solid, partly melt able phase suitable for processing. Basic parameters in the process of prepreg production are: content of matrix, uniformity of matrix along overall surface of reinforcement, gel time, matrix flow, moisture content and volatiles materials. PRODUCTION OF PREPREGS

4 Bidirectional prepregs properties PropertyUnit Paper based prepreg Cotton based prepreg GlassprepregGlassprepreg Resin type phenolic resin Epoxy resin phenolic resin Resin content % Volatiles content %1,51,81,41,5 Gel time at 150 O C s Resin flow %4,55,95,14,8 ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

5 PropertyUnit Kenaf fibers preforms Resin type thermoplastic Resin content %20 Specific weight kg/m 3 60 Thicknessmm10-12 Volatiles content %4.4 Resin flow % does not flow Kenaf fibers preforms properties ECO-PCCM Third Meeting, Azpettia, Spain, September 2005 The available kenaf fibers samples, were delivered as preforms already impregnated with thermoplastic resins. The properties of kenaf / biocomp (kenaf 80%, resin 20%) the preforms are given in the following table:

6 PRODUCTION OF STRUCTURAL COMPOSITES All the composites are fabricated by thermo compression in an open mold on a semi - industrial press in "Eurokompozit". ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

7 PRODUCTION OF STRUCTURAL COMPOSITES Hot plate Prepreg layers Press piston Press platen Polster Release foil Thermocouple The composite has been constructed by laying up a multiple number of prepreg plies, in accordance with the targeted thickness and cured at elevated temperature. ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

8 PRODUCTION OF STRUCTURAL COMPOSITES t = a + bx a,b-coef. x-thickness of the composite ECO-PCCM Third Meeting, Azpettia, Spain, September 2005 Glass / epoxy resin - based prepreg T= O C Ps= MPa Paper / phenolic resin - based prepreg T= O C Ps= MPa Glass / phenolic resin - based prepreg T= O C Ps= MPa Cotton / phenolic resin - based prepreg T= O C Ps= MPa

9 The samples of the kenaf fibers preforms are prepeared of 7 layers of Isolkenaf (80% kenaf, 20% biocomp) under the following conditions: Press Cycle: T=170 O C Ps = 185 bar t = 15 min The final composites were approxsimatly 5 mm thick and weighted approxsimatly 5,4 kg/m 2. The size of the composite plates is choisen for best utilization of the material since the test specimen have to be 120 mm long. Speciment dimensions were according to the respective standards. ECO-PCCM Third Meeting, Azpettia, Spain, September 2005 PRODUCTION OF KENAF FIBER COMPOSITES Set: 7 layers kenaf / biocom The panels were fabricated also by thermocompression in an open mold. The final composites we prepared of all available kenaf preforms.For comparison with the structural composites kenaf/biocomp composites were tested by the same methods.

10 TESTING OF COMPOSITES Universal mechanical properties testing machine (Schenk and Frank, Germany) and Charpy impact tester For all mechanical tests: ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

11 Basic physical and mechanical properties of some structural composites Property Test Method Composite PaperPhenolic Cotton Phenolic GlassEpoxyGlassPhenolic Specific weight, g/cm 3 JUS G.S ,3 - 1,4 1,7 - 1,8 1,8 - 1,9 Water absorption, % ISO/DP ,5-2,00,4-0,80,1-0,150,1-0,2 ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

12 Property Test Method Composite PaperPhenolic Cotton Phenolic GlassEpoxyGlassPhenolic Flexural strength, MPa DIN > 130 > 150 > 350 > 300 Flexural modulus, GPa DIN Impact strength, an10, an15, kJ/m 2 DIN > 20 > 30 > 100 ECO-PCCM Third Meeting, Azpettia, Spain, September 2005 Basic physical and mechanical properties of some structural composites

13 Property Test Method Composite PaperPhenolic Cotton Phenolic GlassEpoxyGlassPhenolic Tensile strength, MPa DIN > 100 > 220 > 200 Compression strength parallel to the layers, MPa DIN > 150 > 170 > 200 > 250 ECO-PCCM Third Meeting, Azpettia, Spain, September 2005 Basic physical and mechanical properties of some structural composites

14 Basic physical and mechanical properties of kenaf/biocom composites Property Test Method Composite: kenaf/biocom Specific weight, g/cm 3 JUS G.S2.51 0,93 Water absorption, % ISO/DP ,5 Fire resistance UL 94 burns Flexural strength, MPa DIN ,1 Flexural modulus, GPa DIN ,0 Impact strength, an5, kJ/m 2 DIN ,1 Impact strength, an10, kJ/m 2 DIN ,5 Compression strength, MPa DIN ,4 ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

15 WATER ABSORPTION AND SPECIFIC WEIGHT FOR ALL COMPOSITES ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

16 Water absorption and specific weight of kenaf fiber composites are important characteristics that determine end use applications of these materials. Water absorption could lead to a decrease in some of the properties and should be considered when selecting applications. Water absorption in kenaf fiber composites can lead to a build-up of moisture in the fiber cell wall and also in the fiber-matrix interphase region which would result in fiber swelling and affect the dimensional stability. Good wetting of the fiber by matrix and adequate fiber-matrix bonding can decrease the rate and amount of water absorbed in the interphasial region of composite. A typical kenaf – biocom (80/20) composite has higher water absorption (30%) compared to structural composites. It is, therefore, very important to select applications where this high water absorption is not a critical property. The specific weight of kenaf fibers - based composites is much lower than that of the structural composites. The specific gravity of the 80% (w/w) kenaf - biocom composite is about 0,9 g/cm 3 while that of a paper-phenolic is 1,3 - 1,4 g/cm 3, a cotton-phenolic is 1,3 - 1,4 g/cm 3, a glass-epoxy is 1,7 - 1,9 g/cm 3 and a glass- phenolic is 1,8 - 1,9 g/cm 3. ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

17 FLEXURAL AND COMPRESSION STRENGTH FOR ALL COMPOSITES ECO-PCCM Third Meeting, Azpettia, Spain, September 2005 The figure sown a flexural and compression strength of the structural composites and kenaf fibers based composites. The compression strength and flexural strength of the kenaf-biocom composites (80/20)are lower than, reported values of the structural composites. The figure sown a flexural and compression strength of the structural composites and kenaf fibers based composites. The compression strength and flexural strength of the kenaf-biocom composites (80/20) are lower than, reported values of the structural composites.

18 ECO-PCCM Third Meeting, Azpettia, Spain, September 2005 IMPACT STRENGTH FOR ALL COMPOSITES kJ/m 2 The impact strength of the composite depends on the amount of fiber. The impact strength of a kenaf-biocom composites (80/20) is higher than that of the paper-phenolic and cotton-phenolic based composites but lower than that of the glass based composites.

19 FLEXURAL MODULUS FOR ALL COMPOSITES ECO-PCCM Third Meeting, Azpettia, Spain, September 2005 The flexural modulus of the kenaf composites showed significant improvements. The specific flexural modulus of the kenaf-biocom composites (80/20) are nearly equivalent to, or higher than values of structural composites.

20 CONCLUSION The primary advantages of using natural fibers as reinforcements in plastics are numerous. Such fibers may exhibit low densities, non abrasiveness, high specific properties (such as high filling levels possibly resulting in high stiffness properties),easily recycled nonbrittle fibers, sharp curvature allowances (with no fracture), and biodegradability. There may also be wide fiber availability (throughout the world). One of the big areas of development is in combining natural fibers with thermoplastic. Combining kenaf fiber with other materials provides a strategy for producting advanced composite materials that take advantage of the properties of both types of materials. It allows the researchers to design materials in accordance to the end - use requirements within a framework of cost, availability, recycliability, energy use, and environmental considerations. Kenaf fiber is a potentially outstanding reinforcing filler in thermoplastic composites. The research has shown that high fiber/low matrix kenaf/biocom composites can fulfill the end user requirements for partitioning panels in buildings ECO-PCCM Third Meeting, Azpettia, Spain, September 2005

21 THANK YOU FOR YOUR ATTENTION