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Study on Impact Resistance Performance of Arenga Pinnata Fibre
                    Reinforced Composite




                                 By:
                      Ahmad Mujahid Ahmad Zaidi
               Advance Textile Training Centre (ADTEC)
          Faculty of Mechanical and Manufacturing Engineering
                Universiti Tun Hussein Onn Malaysia
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite

What is Composite?
Composite materials (or composites for short) are engineered materials made
from two or more constituent materials with significantly different physical or
chemical properties which remain separate and distinct on a macroscopic level
within the finished structure.
Advantages: Lightweight, Good materials properties, etc.




                  Figure 1: Applications of composite materials.
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite



Why “IMPACT STUDY” on COMPOSITES?

  qComposites materials are often to used as a protective structure.




                                                     (b) Safety requirements for transportation




          (a) Nuclear protective requirements
                                                              (c) Protective composnents
                  Figure 2(a)-(c): Application of protective structure
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


qThreats from kinetic missiles.




               (a) Military Application




                  (b) Explosion                                   (c) Natural forces

                        Figure 3(a)-(c): Various missile threats
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


qDangerous implication.
                                                                 Head of Severity Index (HSI)


                                                                                          < 1000




        (a) Damage on vehicle


                                                               Important parameter:

                                                              Acceleration = Velocity/ time


                                     (b) Effects on brain
               Figure 4 (a-b): Implication of impact on concrete structural
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


qSolution-New COMPOSITE materials.

   Energy absorption model




  Figure 5: Energy absorption
             model

Acceleration-time analysis
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


What are Important Ingredients in Composite?
Two IMPORTANT INGREDIENTS, i.e. filler (fibre reinforcement) and matrix
binder.


Types of FIBRE:
qNatural :
         Cellulose



         Animal




qSynthetic :
           Oil based fibre.
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


Why is Natural Fibre?
Nature continues to provide mankind generously with all kinds of rich resources
in plentiful abundance, such as natural fibres from a vast number of plants.
However, since the last decade, a great deal of emphasis has been focused on
the development and application of natural fibre as reinforcement in composite
materials in many industries. This is due to the natural fibres composites are
undergoing a high tech revolution and are replacing conventional
composites in high performance applications due to their advantages over
conventional reinforcements. For this reason natural fibres reinforced composite
are applicable and need broader research programmes. Moreover, due to the
relatively high cost of synthetic fibres such as glass, plastic, carbon and
Kevlar used in fibre reinforced composites and the health hazards of asbestos
fibres, it becomes necessary to explore natural fibres, e.g. cotton, sisal, jute,
palm oil, paddy, ijok, etc. In addition, the main advantages of these fibres are
their availability in large quantities in many countries, good thermal and
acoustic insulating properties, better electrical resistance, higher resistance to
fracture and impact absorption, low density, low cost and ease to manufacture.
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite



What is Arenga Pinnata?
IJUK or scientific name is Arenga Pinnata is a type of PALM TREE native to
tropical ASIA (inc. MALAYSIA). Medium size palm (growing up to 20m) and
trunk covered by rough old leaf bases. In this research, the composite material
is made by using IJUK fibre as reinforcement and epoxy resin as a binder.
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite



Why is Arenga Pinnata fibre?
qAvailability-in tropical countries, e.g. MALAYSIA
qFast fibre growth rate.
qInteresting finding on ITS TENSILE STRENGTH-water treatment.
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


                        FABRICATION PROCESS




                                                              Matrix Binder
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


MATERIAL PROPERTIES                                                          Ijuk Long random fibre vs Fibre added

                                                                        90

                                                                        80

                                                                        70




                                              Flexural strength (MPa)
                                                                        60
                                                                                                                                                     Specimen 1
                                                                        50                                                                           Specimen 2

                       Flexural Tests                                   40
                                                                                                                                                     Specimen 3
                                                                                                                                                     Specimen 4
                                                                                                                                                     Specimen 5
                                                                        30

                                                                        20

                                                                        10

                                                                         0
                                                                              10                                      15             20

                                                                                                               Weight fibre (%)



                                                                                                                      Ijuk Long random fibre vs Fibre added

                                                                                                            3.50


                                                                                                            3.00




                                                                                   Modulus strength (MPa)
                                                                                                            2.50
                                                                                                                                                                  Specimen 1
                                                                                                            2.00                                                  Specimen 2
                                                                                                                                                                  Specimen 3
                                                                                                            1.50                                                  Specimen 4
                                                                                                                                                                  Specimen 5
                                                                                                            1.00


                                                                                                            0.50


                                                                                                            0.00
                                                                                                                           10             15                 20

                                                                                                                                  Weight fibre (%)
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


                               Ijuk Woven roving fibre vs Fibre added

                          80


                          70


                          60
Flexural strength (MPa)




                          50                                            Specimen 1
                                                                        Specimen 2
                          40                                            Specimen 3
                                                                        Specimen 4
                          30                                            Specimen 5

                          20
                                                                                                                     Ijuk Woven roving fibre vs Fibre added
                          10
                                                                                                              3.00
                           0
                                10              15           20
                                                                                                              2.50
                                         Weight fibre (%)




                                                                                     Modulus strength (MPa)
                                                                                                              2.00
                                                                                                                                                              Specimen 1
                                                                                                                                                              Specimen 2
                                                                                                              1.50                                            Specimen 3
                                                                                                                                                              Specimen 4
                                                                                                                                                              Specimen 5
                                                                                                              1.00



                                                                                                              0.50



                                                                                                              0.00
                                                                                                                       10             15            20

                                                                                                                               Weight fibre (%)
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


                               Ijuk Chopped random fibre vs Fibre added

                          30



                          25
Flexural strength (MPa)




                          20
                                                                          Specimen 1
                                                                          Specimen 2
                          15                                              Specimen 3
                                                                          Specimen 4
                                                                          Specimen 5
                          10



                          5                                                                                            Ijuk Chopped random fibre vs Fibre added

                                                                                                                1.00
                          0
                                  10             15           20                                                0.90
                                          Weight fibre (%)
                                                                                                                0.80




                                                                                       Modulus strength (MPa)
                                                                                                                0.70
                                                                                                                                                                  Specimen 1
                                                                                                                0.60
                                                                                                                                                                  Specimen 2
                                                                                                                0.50                                              Specimen 3
                                                                                                                                                                  Specimen 4
                                                                                                                0.40
                                                                                                                                                                  Specimen 5
                                                                                                                0.30

                                                                                                                0.20

                                                                                                                0.10

                                                                                                                0.00
                                                                                                                           10             15          20

                                                                                                                                   Weight fibre (%)
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


                                                                                                                                                             Long random fibre of ijuk + E Resin

                                                                                                                                         60

Tensile Tests                                                                                                                            50




                                                                                                          Tensile Strength (MPa)
                                                                                                                                         40                                                          T1
                                                                                                                                                                                                     T2
                                                                                                                                         30                                                          T3
                                                                                                                                                                                                     T4
                                                                                                                                         20                                                          T5


                                                                                                                                         10


                                                                                                                                                     0
                                                                                                                                                              10               15              20
                                                                                                                                                                           % wt. fibre




                                                            Chooped random fibre of ijuk + E Resin                                                            Woven roving fibre of ijuk + E Resin

                                                       30                                                                                            35


                                                       25                                                                                            30
                              Tensile Strength (MPa)




                                                                                                                            Tensile Strength (MPa)
                                                                                                                                                     25
                                                       20                                            V1                                                                                              U1
                                                                                                     V2                                              20                                              U2
                                                       15                                            V3                                                                                              U3
                                                                                                     V4                                              15                                              U4
                                                       10                                            V5                                                                                              U5
                                                                                                                                                     10

                                                       5
                                                                                                                                                         5

                                                       0                                                                                                 0
                                                               10              15             20                                                               10               15              20
                                                                           % wt. fibre                                                                                      % wt. fibre
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


IMPACT PROPERTIES
                                                                                                                  Energy Adsorbed vs Fibres Added
                                                                                                                          (Ijuk Long Fibre)

                                                                                                           0,35




                                                                               E n erg y A dso rb ed (J)
                                                                                                           0,30
                                                                                                                                                    CT1
                                                                                                           0,25
                                                                                                                                                    CT2
                                                                                                           0,20
                                                                                                                                                    CT3
                                                                                                           0,15
                                                                                                                                                    CT4
                                                                                                           0,10
                                                                                                                                                    CT5
                                                                                                           0,05
                                                                                                           0,00
                                                                                                                   10             15           20
                                                                                                                            Fibre Added (%)




                                Energy Adsorbed vs Fibres Added                                                   Energy Adsorbed vs Fibres Added
                                       (Ijuk Woven Fibre)                                                               (Ijuk Chopped Fibre)

                        2,5
                                                                                                           0,35




                                                                             E n erg y A d so rb ed (J )
  Energy Adsorbed (J)




                         2                                                                                 0,30
                                                                   CR1                                                                              CS1
                                                                                                           0,25
                        1,5                                        CR2                                                                              CS2
                                                                                                           0,20
                                                                   CR3                                                                              CS3
                         1                                                                                 0,15
                                                                   CR4                                                                              CS4
                                                                                                           0,10
                                                                   CR5                                                                              CS5
                        0,5                                                                                0,05
                         0                                                                                 0,00
                                10             15             20                                                   10             15           20
                                         Fibre Added (%)                                                                    Fibre Added (%)
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


PRODUCT DEVELOPMENT

 qMOTORCYCLE INDUSTRIES:
  Helmet-Ijuk Reinforced Composite [H-IReC]




                                 PASSED MS-TEST: Conducted by QAS INT., SIRIM

      Project collaborators:
      HUSM-Prof.Jafri Malin Abdullah
      AMTC, SIRIM-Dr.Mohd Zaid Othman
      QAS International, SIRIM-Mr.Wan Mohd Rafi Wan Hussin
      MIROS-Assoc.Prof.Dr.Wong Shaw Voon
      AdVeS-Dr.Waluyo Adi Siswanto
      K-UTECH-Khalil Mohamad
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite



qFURNITURE INDUSTRIES
Current projects:
Development of HARD TOP TABLE/ WORK BENCH
Development of FANCY/UNIQUE top surfaces

                                                 Project collaborators:
                                                 KU-TECH
                                                 Universiti Tun Hussein Onn Malaysia,
                                                 86 400 Parit Raja,
                                                 Batu Pahat, Johor




     Portable composite table
Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite


    Details of R&D

q Cost of R&D: RM 10,000
q Source of R&D: Product Development Grant-UTHM


Awards:
•   Silver Medal (ITEX 2009)
•   Silver Medal (Research & Innovation Fest 2008)
•   Bronze Medal (Innova-Brussels, Belgium 2009)
•   Bronze Medal (Malaysia Technology Expo 2009)
BRIEF ABOUT PRESENTER
  Ahmad Mujahid Ahmad Zaidi was born in 1980 at Taiping, Perak. He
  received his B.Eng. with Honours in Mechanical Engineering at
  UTHM (formerly known as KUiTTHO) and completed his PhD in
  Impact and Explosion Engineering (Specialisation in Protective
  Technology) at The University of Manchester (formerly known as
  UMIST). He is an active researcher and has produced over 60
  technical papers. He is currently working as a lecturer at Department
  of Mechanics, FKMP, UTHM. In 2008, he has been invited as an
  Honorary Academic Visiting Fellow from Impact and Explosion
  Research Group, The University of Manchester, U.K. He is a Council
  Member of Concrete Society of Malaysia (CSM), Member of Institute
  of Engineering Technology (IET) and Member of International
  Association of Engineers (IAENG).
   He is also serve as an Editorial Board for the Journals:
   1) Modern Applied Science-CANADA
   [ISSN: 1913-1844 (Print) 1913-1852 (Online)] http://www.ccsenet.org/mas/
   2) Journal of Mathematics Research-CANADA
   [ISSN: 1916-9795 (Print) 1916-9809(Online)] http://www.ccsenet.org/jmr/
  3) Applied Physics Research-CANADA
  [ISSN:1916-9639(Print) 1916-9647(Online)] http://www.ccsenet.org/apr/
  4) International Journal of Integrated Engineering-MALAYSIA
  [ISSN: 1985-854X(Print)].

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Study On Impact Resistance Performance Of Arenga Pinnata Fibre Reinforced Composite

  • 1. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite By: Ahmad Mujahid Ahmad Zaidi Advance Textile Training Centre (ADTEC) Faculty of Mechanical and Manufacturing Engineering Universiti Tun Hussein Onn Malaysia
  • 2. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite What is Composite? Composite materials (or composites for short) are engineered materials made from two or more constituent materials with significantly different physical or chemical properties which remain separate and distinct on a macroscopic level within the finished structure. Advantages: Lightweight, Good materials properties, etc. Figure 1: Applications of composite materials.
  • 3. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite Why “IMPACT STUDY” on COMPOSITES? qComposites materials are often to used as a protective structure. (b) Safety requirements for transportation (a) Nuclear protective requirements (c) Protective composnents Figure 2(a)-(c): Application of protective structure
  • 4. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite qThreats from kinetic missiles. (a) Military Application (b) Explosion (c) Natural forces Figure 3(a)-(c): Various missile threats
  • 5. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite qDangerous implication. Head of Severity Index (HSI) < 1000 (a) Damage on vehicle Important parameter: Acceleration = Velocity/ time (b) Effects on brain Figure 4 (a-b): Implication of impact on concrete structural
  • 6. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite qSolution-New COMPOSITE materials. Energy absorption model Figure 5: Energy absorption model Acceleration-time analysis
  • 7. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite What are Important Ingredients in Composite? Two IMPORTANT INGREDIENTS, i.e. filler (fibre reinforcement) and matrix binder. Types of FIBRE: qNatural : Cellulose Animal qSynthetic : Oil based fibre.
  • 8. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite Why is Natural Fibre? Nature continues to provide mankind generously with all kinds of rich resources in plentiful abundance, such as natural fibres from a vast number of plants. However, since the last decade, a great deal of emphasis has been focused on the development and application of natural fibre as reinforcement in composite materials in many industries. This is due to the natural fibres composites are undergoing a high tech revolution and are replacing conventional composites in high performance applications due to their advantages over conventional reinforcements. For this reason natural fibres reinforced composite are applicable and need broader research programmes. Moreover, due to the relatively high cost of synthetic fibres such as glass, plastic, carbon and Kevlar used in fibre reinforced composites and the health hazards of asbestos fibres, it becomes necessary to explore natural fibres, e.g. cotton, sisal, jute, palm oil, paddy, ijok, etc. In addition, the main advantages of these fibres are their availability in large quantities in many countries, good thermal and acoustic insulating properties, better electrical resistance, higher resistance to fracture and impact absorption, low density, low cost and ease to manufacture.
  • 9. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite What is Arenga Pinnata? IJUK or scientific name is Arenga Pinnata is a type of PALM TREE native to tropical ASIA (inc. MALAYSIA). Medium size palm (growing up to 20m) and trunk covered by rough old leaf bases. In this research, the composite material is made by using IJUK fibre as reinforcement and epoxy resin as a binder.
  • 10. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite Why is Arenga Pinnata fibre? qAvailability-in tropical countries, e.g. MALAYSIA qFast fibre growth rate. qInteresting finding on ITS TENSILE STRENGTH-water treatment.
  • 11. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite FABRICATION PROCESS Matrix Binder
  • 12. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite MATERIAL PROPERTIES Ijuk Long random fibre vs Fibre added 90 80 70 Flexural strength (MPa) 60 Specimen 1 50 Specimen 2 Flexural Tests 40 Specimen 3 Specimen 4 Specimen 5 30 20 10 0 10 15 20 Weight fibre (%) Ijuk Long random fibre vs Fibre added 3.50 3.00 Modulus strength (MPa) 2.50 Specimen 1 2.00 Specimen 2 Specimen 3 1.50 Specimen 4 Specimen 5 1.00 0.50 0.00 10 15 20 Weight fibre (%)
  • 13. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite Ijuk Woven roving fibre vs Fibre added 80 70 60 Flexural strength (MPa) 50 Specimen 1 Specimen 2 40 Specimen 3 Specimen 4 30 Specimen 5 20 Ijuk Woven roving fibre vs Fibre added 10 3.00 0 10 15 20 2.50 Weight fibre (%) Modulus strength (MPa) 2.00 Specimen 1 Specimen 2 1.50 Specimen 3 Specimen 4 Specimen 5 1.00 0.50 0.00 10 15 20 Weight fibre (%)
  • 14. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite Ijuk Chopped random fibre vs Fibre added 30 25 Flexural strength (MPa) 20 Specimen 1 Specimen 2 15 Specimen 3 Specimen 4 Specimen 5 10 5 Ijuk Chopped random fibre vs Fibre added 1.00 0 10 15 20 0.90 Weight fibre (%) 0.80 Modulus strength (MPa) 0.70 Specimen 1 0.60 Specimen 2 0.50 Specimen 3 Specimen 4 0.40 Specimen 5 0.30 0.20 0.10 0.00 10 15 20 Weight fibre (%)
  • 15. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite Long random fibre of ijuk + E Resin 60 Tensile Tests 50 Tensile Strength (MPa) 40 T1 T2 30 T3 T4 20 T5 10 0 10 15 20 % wt. fibre Chooped random fibre of ijuk + E Resin Woven roving fibre of ijuk + E Resin 30 35 25 30 Tensile Strength (MPa) Tensile Strength (MPa) 25 20 V1 U1 V2 20 U2 15 V3 U3 V4 15 U4 10 V5 U5 10 5 5 0 0 10 15 20 10 15 20 % wt. fibre % wt. fibre
  • 16. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite IMPACT PROPERTIES Energy Adsorbed vs Fibres Added (Ijuk Long Fibre) 0,35 E n erg y A dso rb ed (J) 0,30 CT1 0,25 CT2 0,20 CT3 0,15 CT4 0,10 CT5 0,05 0,00 10 15 20 Fibre Added (%) Energy Adsorbed vs Fibres Added Energy Adsorbed vs Fibres Added (Ijuk Woven Fibre) (Ijuk Chopped Fibre) 2,5 0,35 E n erg y A d so rb ed (J ) Energy Adsorbed (J) 2 0,30 CR1 CS1 0,25 1,5 CR2 CS2 0,20 CR3 CS3 1 0,15 CR4 CS4 0,10 CR5 CS5 0,5 0,05 0 0,00 10 15 20 10 15 20 Fibre Added (%) Fibre Added (%)
  • 17. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite
  • 18. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite PRODUCT DEVELOPMENT qMOTORCYCLE INDUSTRIES: Helmet-Ijuk Reinforced Composite [H-IReC] PASSED MS-TEST: Conducted by QAS INT., SIRIM Project collaborators: HUSM-Prof.Jafri Malin Abdullah AMTC, SIRIM-Dr.Mohd Zaid Othman QAS International, SIRIM-Mr.Wan Mohd Rafi Wan Hussin MIROS-Assoc.Prof.Dr.Wong Shaw Voon AdVeS-Dr.Waluyo Adi Siswanto K-UTECH-Khalil Mohamad
  • 19. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite qFURNITURE INDUSTRIES Current projects: Development of HARD TOP TABLE/ WORK BENCH Development of FANCY/UNIQUE top surfaces Project collaborators: KU-TECH Universiti Tun Hussein Onn Malaysia, 86 400 Parit Raja, Batu Pahat, Johor Portable composite table
  • 20. Study on Impact Resistance Performance of Arenga Pinnata Fibre Reinforced Composite Details of R&D q Cost of R&D: RM 10,000 q Source of R&D: Product Development Grant-UTHM Awards: • Silver Medal (ITEX 2009) • Silver Medal (Research & Innovation Fest 2008) • Bronze Medal (Innova-Brussels, Belgium 2009) • Bronze Medal (Malaysia Technology Expo 2009)
  • 21. BRIEF ABOUT PRESENTER Ahmad Mujahid Ahmad Zaidi was born in 1980 at Taiping, Perak. He received his B.Eng. with Honours in Mechanical Engineering at UTHM (formerly known as KUiTTHO) and completed his PhD in Impact and Explosion Engineering (Specialisation in Protective Technology) at The University of Manchester (formerly known as UMIST). He is an active researcher and has produced over 60 technical papers. He is currently working as a lecturer at Department of Mechanics, FKMP, UTHM. In 2008, he has been invited as an Honorary Academic Visiting Fellow from Impact and Explosion Research Group, The University of Manchester, U.K. He is a Council Member of Concrete Society of Malaysia (CSM), Member of Institute of Engineering Technology (IET) and Member of International Association of Engineers (IAENG). He is also serve as an Editorial Board for the Journals: 1) Modern Applied Science-CANADA [ISSN: 1913-1844 (Print) 1913-1852 (Online)] http://www.ccsenet.org/mas/ 2) Journal of Mathematics Research-CANADA [ISSN: 1916-9795 (Print) 1916-9809(Online)] http://www.ccsenet.org/jmr/ 3) Applied Physics Research-CANADA [ISSN:1916-9639(Print) 1916-9647(Online)] http://www.ccsenet.org/apr/ 4) International Journal of Integrated Engineering-MALAYSIA [ISSN: 1985-854X(Print)].