Site Logo E-PROJECTTOPICS

STUDIES ON THE PROPERTIES OF SHORT OKRA-GLASS FIBERS REINFORCED EPOXY HYBRID COMPOSITES


📝


Presented To


Engineering Department

📄 Pages: 86       🧠 Words: 7837       📚 Chapters: 5 🗂️️ For: PROJECT

👁️‍🗨️️️ Views: 235      

⬇️ Download (Complete Report) Now!

ABSTRACT
In this work,theproperties of short okra-glass fibers reinforced epoxy hybrid composites were studied. Critical fiber length of the okra fiber was studied at different lengths (10mm, 20mm, 30mm, 40mm and 50mm). Fiber length of 20mm exhibited the best optimal property values. The properties obtained were Tensile strength value of 10.7MPa, MoE value of 698.8MPa, impact strength of 20kJ/m2, hardness of 39.7HRF and the least water absorption capacity of 4.3%.Based on these results, 20mm was selected as the critical length of the okra fiber. Hybridization of okra fiber with the glass fiber was based on the established 20mm length of okra fiber. The best hybridization ratio of okra:glass was determined by varying the hybrid ratio (90:10, 80:20, 70:30, 60:40 and 50:50). The 50:50 okra:glass ratio was observed to have the best tensile strength value of 12.4MPa, MoE of 752MPa, elongation and energy at break values of 2.5mm and 4.6J, impact strength of 27.8kJ/m2, hardness of 56.8HRF and the least percentage water absorption capacity of 2.6%. To improve on the properties of the composite, the okra fiber was treated with varying concentrations of NaOH solution (5%, 10%, 15% and 20%) to determine the best treatment concentration. The result showed that the 10% concentration treated fiber composite exhibited the best tensile strength, elongation at break, MoE, hardness and energy at break with values of 24.5MPa, 29mm, 786MPa, 68.6HRF and 5.8J respectively. The 5% concentration treated fiber composite exhibited the highest impact strength, flexural modulus (MoR) and the least water absorption with values of 64.3kJ/m2, 50.4MPa and 1.9% respectively.

PLEASE NOTE

This material is a comprehensive and well-written project, structured into Chapter (1 to 5) for clarity and depth.


To access the full material click the download button below


OR


Contact our support team via Call/WhatsApp: 09019904113 for further inquiries.

Thank you for choosing us!

📄 Pages: 86       🧠 Words: 7837       📚 Chapters: 5 🗂️️ For: PROJECT

👁️‍🗨️️️ Views: 235      

⬇️ Download (Complete Report) Now!

🔗 Related Topics

THE DEVELOPMENT OF Al-5%Cu/GRAPHITE PARTICULATE COMPOSITES FOR ENGINEERING APPLICATIONS DEVELOPMENT AND CHARACTERIZATION OF RECYCLED HIGH DENSITY POLYETHYLENE (RHDPE)/NATURAL FIBRE COMPOSITES EXPERIMENTAL PERFORMANCE EVALUATION OF LABORATORY AND FIELD SOLAR AND HYBRIDS CROP DRYERS THE EFFECTS OF WELDING AND HEAT TREATMENT ON MECHANICAL PROPERTIES OF DUPLEX STAINLESS STEELS DETERMINATION OF THE AMOUNT OF DYE EXTRACTED FROM PLANTS AND EXAMINATION OF THEIR FASTNESS PROPERTIES TO COTTON FABRICS EFFECT OF INTERCRITICAL HEAT TREATMENT ON THE MICROSTRUCTURES AND MECHANICAL PROPERTIES OF MARTENSITIC DUAL PHASE STEEL APPLICATION OF FIBRE REINFORCED CONCRETE IN THE DESIGN AND CONSTRUCTION OF TENSION CONTROLLED STRUCTURES MEASUREMENT AND EVALUATION OF THE PERFORMANCE PROPERTIES OF SELECTED LOCALLY PRODUCED LUBRICANTS (ENGINE OIL) PLANT EXTRACT-NANOPARTICLES HYBRID AS CORROSION INHIBITORS FOR AA2024 ALUMINIUM ALLOY EFFECTIVENESS OF OVERLAPPING HOOPS AS DUCTILITY REINFORCEMENT IN SHORT REINFORCED CONCRETE COLUMNS PROPERTIES OF CORN COB ASH CONCRETE PROPERTIES OF STEEL FIBER MORTAR AND CONCRETE SUITABILITY OF ORANGE PEELS, BANANA PEELS AND RECYCLED LOW DENSITY POLYETHYLENE (RLDPE) COMPOSITES FOR PARTICLEBOARD MANUFACTURING PREDICTION OF MOMENT CAPACITY OF CONCRETE SLABS SINGLY REINFORCED WITH CARBON FIBER REINFORCED PLASTICS (CFRP) USING SIMULATED ANNEALING KINETIC STUDIES OF MIDDLE DISTILLATE FORMATION DURING CATALYTIC CRACKING OF HEAVY GAS OIL USING ZEOLITE-Y PREPARED FROM KANKARA-KAOLIN COMPUTER-AIDED DESIGN OF REINFORCED CONCRETE SHALLOW FOUNDATIONS FOR FRAMED BUILDINGS STRUCTURAL GRADE PROPERTIES OF SOME SELECTED NIGERIAN TIMBER SPECIES: Chlorophoral excelsa (Iroko), Khaya, senegalensis (Mahogany), Ceiba pentandra (Araba), and Daniellia oliveri (Maje). STOCHASTIC EVALUATION OF OFFSHORE CARBON FIBRE REINFORCED CONCRETE PLATFORMS ON ALUMINUM GIRDERS DEVELOPMENT AND CHARACTERISATION OF EPOXY/BORASSUS PALM (Borassus aethiopum Mart.) LEAF STALK FIBRE REINFORCED COMPOSITE DEVELOPMENT OF BAOBAB/SISAL REINFORCED LOW DENSITY POLYETHYLENE HYBRID COMPOSITE

click on whatsapp