PRODUCTION AND TESTING OF WOOD PLASTIC COMPOSITE MADE FROM MIXED PARTICLES OF PTEROCARPUS ANGOLENSIS MUKWA AND GMELINA ARBOREA ROXB

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Product Code: 00009429

No of Pages: 93

No of Chapters: 1-5

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ABSTRACT

High demand of composite materials has resulted from high level of wood waste generation from Nigeria sawmill.  This is partly due to poor saw doctoring techniques and lack of skillful machinists in mills. Thus, the quest for renewable materials which are environmentally friendly and low material costs are the driving forces behind the increasing use of renewable materials such as wood and other natural fibres as reinforcement in polymer composites. This study examined the production of wood-plastic composite from mixed sawdust of Pterocarpus anglensis and Gmelina arborea. The mixed sawdust were sieved to five (5) aperture, oven dried to 12 -15% Moisture Content and blended with polyester and other chemical additive [Methy Ether, Koton peroxide as accelerate and Colbate octate as catalyst]. The specimens produced were machined and tested according to the ASTM – D1037 standard for wood-based panel. The test data were subjected to Analysis of Variance (ANOVA) to test the level of significance between the variables. The Physical and Mechanical properties of wood-plastics composite tested at Moisture Content (MC) of 6.5%, Water Absorption of 4.5%, Density of 16kg/m3 Compressive Strength (untreated) of 0.28N/mm2, and compressive strength (treated) of 0.24N/mm2. Others were: Impact Strength of 25.1N/m2 and Tensile strength 8.39N/mm2The wood-plastic composites were dimensionally stable with low sorption rate and suitable for moderately stress interior and exterior engineering application.

 






TABLE OF CONTENTS


Title Page                                                                                                                                i

Declaration                                                                                                                             ii

Certification                                                                                                                           iii        

Dedication                                                                                                                               iv        

Acknowledgements                                                                                                                v         

Table of Contents                                                                                                                   vi        

List of Tables                                                                                                                          x         

List of Figures                                                                                                                         xi

Acronyms                                                                                                                               xii       

Abstract                                                                                                                                  xiii      

 

CHAPTER 1: INTRODUCTION                                                                                       

1.1       Background of Study                                                                                                  1         

1.2       Statement of Problems                                                                                                5         

1.3       Objectives of the Study                                                                                              5

1.4       Justification of the Study                                                                                            6

1. 5      Research Benefits                                                                                                       6

1.6       Scope of the Study                                                                                                      7

 

CHAPTER 2: LITERATURE REVIEW                                      

2.1       Brief History of Wood Plastics Composite                                                                8

2.2       Wood and its Environment                                                                                         11

2.3       Crude Materials                                                                                                          12       

2.3.1    Pterocarpus angolensis                                                                                              12       

2.3.2    Gmelina arborea                                                                                                        13       

2.4       Impact of Filler on Mechanical Properties of Composite                                          13       

2.5       Effect of Process Parameter on Mechanical Characteristics                                      15       

2.6       Application of Wood Plastics Composite                                                                  17       

2.6.1    Wood plastics composite decking development                                                        18

2.7       Impact of Wood Particles Characteristics on WPC properties                                    18

2.8       Impact of Wood Species                                                                                             18

2.8.1    Substance constituents of wood plastics                                                                    19

2.8.2    Fillers in wood-plastic composites                                                                             20

2.9       Wood Properties                                                                                                         21

2.9.1    Macrostructure of wood                                                                                             21

2.9.2    Wood cells                                                                                                                  21

2.9.3    Cell wall structure                                                                                                      22

2.9. 4   Chemical composition                                                                                                22

2.10     Overview of plastics                                                                                                   23

2.10.1  Properties of plastics                                                                                                  23

2.10.2  Polyester                                                                                                                     23

2.10.3  Structure property relationships                                                                                 24

2.11.    History of Thermally Stable Polyesters                                                                      24

2.11.1 Flame retardant polyesters                                                                                          25

2.11.2. Unsaturated polyester                                                                                                 25

 

CHAPTER THREE: MATERIALS AND METHODS                                                               

3.1       Area of study                                                                                                              26       

3.2       Sample Collection                                                                                                      28

3.3       Equipment Used                                                                                                         28       

3.3.1    List of chemicals and reagents                                                                                   29

3. 4      Preparation of Samples                                                                                               30

3.4.1    Sieve Analysis                                                                                                            30

3.4.2    Weighing of the various sieve size                                                                             31

3.5       Treatment of Sample with Sodium Hydroxide [NaOH]                                             32

3.6       Determination of Moisture Content of the Sample                                                    32

3.7       Procedure for the Formulation and Production of the Composite                                    33

3.7.1    Experimental procedure/manufacturing flow chart                                                   34

3.8       Test carried out on the Composite                                                                              38

3.8.1    Density of composite                                                                                                  38

3.8.2    Water absorption and thickness swelling of composite                                             38

 3.8.3   Compressive stress                                                                                                     39

3.8.4    Impact test                                                                                                                  41

3.8.5    Tensile test                                                                                                                  42

 

 

CHAPTER FOUR: RESULTS AND DISCUSSION                                                                        

4.1       Physical properties of wood plastic composites                                                         44       

4.1.1    The result of the moisture content of the composite                                                  44       

4.1.2    Result of the density                                                                                                   45       

4.1.3    Result of water absorption of the composite                                                              46

4.2       Mechanical Properties of the Composite                                                                   47

4.2.1    Compressive strength of the composite                                                                     47

4.2.2    Impact strength result of the composite                                                                     50

4.2.3    The result of tensile test                                                                                             51

4.3       Effect of particle size on Strength Properties                                                             53

4.4       Economic Implication of the Study                                                                            54

 

CHAPTER FIVE: SUMMARY, CONCLUSION AND RECOMMENDATION       

5.1       Summary                                                                                                                     55       

5.2       Conclusion                                                                                                                  56       

5.3       Recommendation                                                                                                        57

            References                                                                                                                  59       

            Appendix                                                                                                                    66

 

 

 

 

 

 

 

 

 

 

 

LIST OF TABLES


2.1: Chemical Component of Wood                                                                                       23       

3.1: List of Equipment Used                                                                                                   29       

3.2: List of Chemicals and Reagents                                                                                      29

3.3: Five Different Sieve Mesh Used                                                                                     30

3.4: Formulation of Sample A and Sample B with Polyester Resin,

  Accelerator and Catalyst                                                                                          34       

3.5: Curing Time for all Aperture Size                                                                                  36

4.1: Result of the Moisture Content                                                                                        44      

4.2: Result of Density of the Composite                                                                                 45      

4.3: Result of Water Absorption of the Composite                                                                 46      

4.4a: Compressive Strength Result for Untreated Sample A                                                  47      

4.4b: Compressive Strength Result for Treated Sample B with Sodium Hydroxide                    48      

4.5: Result of the Impact Strength                                                                                           51      

4.6: Result of the Tensile Strength                                                                                          52

 

 

 

 

 

 

 

 

 

 

 

 

 

LIST OF FIGURES


3.1: Map of Cross River State Showing the Study Area                                            27

3.2a: Samples of Gmelina arborea Collected from Akim Timber Mill, Calabar           28       

3.2b: Samples of Pterocarpus angolensis collected from Akim Timber Mill     28       

3.3: Sieves Samples of Pterocarpus  angolensis and Gmelina arborea                  31

 port,ianity    Street Calabar

ing or

 Cross RIver  3.4: Sodium Hydroxide Treatment of Sample B                                                       32

3.5: Oven Drying of the Samples                                                                               33       

3.6: Mixing and Formulation of Composite                                                               35

3.7:  Mould of (150× 100×100mm)                                                                           35       

3.8: Produced Wood Plastic Composite (WPC)                                                         36

3.9:  Manufacturing flow chart of wood plastic composite                                       37       

3.10: The compressive Machine Used                                                                            40       

3.11a:  Weighed Specimens                                                                                       40       

3.11b: Specimen Undergoing Compressive Test                                                       41

3.11c: Specimen after Compressive Test                                                                   41       

3.12: Specimens Undergoing Impact Test, Using Non-destructive Hammer                      42

4.1: Compressive Strength to Percentage of Sawdust to Polyester                            49

4.2: The Relationship between the Test Load and the Compressive Strength          50

4.3: Shows the Relationship between Tensile Strength and Sieve Sizes                 53

 

 

 

 

 

 

 

 

ACRONYMS


ANOVA                      Analysis of Variance

ANSI                           American National Standards Institute

ASTM                         American Society of Testing Materials

BS                               British Standard

Cm                              Centimetre

G                                 Grams

HDPE                          High Density Polyethylene

Kg/mm2                      Kilogramme per millimetre square

MC                              Moisture Content

Mm                             Millimetre

MOE                           Modulus of Elasticity

MOR                           Modulus of Ruptures

N/mm2                        Newton per millimetre square

NCP                            Nigerian Code of Practices

NRC                            National Research Council

NSE                             Nigerian Society of Engineers

PE                               Polyester

WPC                           Wood-Plastic Composite

WPCs                          Wood-Plastic Composites

 

 

 

 

 

 

 


CHAPTER 1

INTRODUCTION


1.1       BACKGROUND OF STUDY

Wood-plastic composite comprised of two unmistakable materials, which together improve items execution and lower generation cost. Composite materials regularly incorporate lignocelluloses material and plastic. Fortifications capacity is to upgrade the mechanical properties of the composite (Clemons, 2002). Fortifications are normally as either fiber or molecule (Wolcott, 2003). Matrix and support materials can be polymer, the most generally utilized composite materials are fiber-strengthened thermosetting polymers. Physical properties are likewise affected by the fortification including; Density or weight per unit volume, warm extension, Electrical conductivity and vibration hosing. In many examinations, the wood - plastic composite association was talked about from the substance perspective (the science of holding in the non-existent wood-plastic interface).

Albeit mechanical interlocking is ordinarily viewed as a noteworthy instrument in attachment (Wolcott, 2003). Wood plastic composites are new composite materials made of wood flour, thermoplastic polymer, and limited quantities of added substances. It was first built up a very long while prior as a method for using post - purchaser reused plastics, for example, polyethylene and sawdust, created as a waste result of saw factory and furniture production lines (Clemons, 2002). Wood plastic composite (WPC) has been acknowledged for some indoor and outside applications.

Wood Plastics composite is characterized as a thermoplastic wood - strengthened composite with over half by weight of wood materials (e.g. wood flour, wood molecule or sawdust). Because of its extraordinary protective properties, the material has seen an amazing development inside the structure materials in the present age, humanity has made a gigantic improvement being developed because of expanding request in the personal satisfaction. In this respect numerous items have been designed to make human life progressively agreeable. Composite materials are produced using at least two constituent materials (network and fortification) with essentially extraordinary mechanical properties which stay independent and unmistakable inside the completed structure. They show a blend of the best attributes of every individual material. The most well-known fortification is polyester in which wood filaments are implanted inside a polymer material. Polyester gets quality from the wood fiber and adaptability from the polymer. In any case, the mechanical exhibition of polymer strengthened composites relies upon the properties of constituent segments as well as the interfacial cooperation built up between the fortifying specialist and the network material (Callister, 2013).

Understanding this potential, this proposal will concentrate on creation of wood plastic composite WPC, from a blended molecule of Gmelina arborea and Pterocarpus angolensis sawdust which is constantly considered as waste in our saw factory during both essential and auxiliary wood transformation forms. The soonest wood - plastic composites showed up almost a century prior where wood flour was joined with phenol-formaldehyde (PF) pitch to make a composite material utilized as a car gearshift handle. A brilliant diagram of composite made by joining wood with thermosetting polymer was extensively assessed by (Rowell, 2008). An early reference to consolidating wood sawdust with thermoplastic tar by means of expulsion preparing seemed more than 60years back. Composites are generally utilized in our everyday life. Because of their low weight and capacity to be custom fitted for explicit end use they have picked up an extensive ground in the elite applications, for example, aviation, vehicle furniture, structures and assembling industry. Be that as it may, the utilization of polymers that can't be reused, when utilized render composite non-recyclable. This has turned into a noteworthy issue as the landfills are up to a quicker pace alongside the requirement for practicing environmental awareness because of a worldwide temperature alteration. In the previous ten years, wood-plastic composites (WPC) have developed as a significant group of building materials. They have turned out to be predominant in many structure applications, for example, decking, docks, finishing timbers, fencing and so forth., in part because of the need to supplant weight treated strong wood (Pilarski and Matuana, 2005). Wood-plastic composites (WPC) are acquiring an incredible consideration in modern areas and scholastics because of their great properties and highlights which incorporate low thickness, minimal effort, inexhaustibility and recyclability just as attractive mechanical properties (Zhang, 2012). Better solidness and ideal mechanical properties has caused WPCs to turn into a favored structure material (Adhikary, 2008). Then again, nano science and nanotechnology have given another approach to create WPCs (Lu, 2006). Nanotechnology is an exceptionally encouraging territory for upgrading the mechanical and physical just as different properties of WPCs utilizing nanosized fillers. These upgrades incorporate high moduli; expanded tractable and flexural quality, decline in water absorbance and expanded biodegradability of biodegradable polymers (Ashori and Nourbakhsh, 2009). Wood is one of nature's blessings to humankind. Items that have throughout the years been produced using wood fiber incorporate a wide range of paper and board materials, cupboards, improving works, moldings, wonderful furniture development materials, sports hardware, parts for weaving and sewing factories, flooring, home structure, rayon and different strands, tanning synthetic substances and a huge number of different items that touch our lives day by day. However as a result of population explosion and other factors leading to an increased demand for wood for various purposes, solid wood is becoming increasingly scarce. The combined effects of deforestation, shrinking forest stock and high consumption are resulting in an escalating problem which should be of both local and international concern (Frihart, 2004). Hence, the use of wood has to be controlled to ensure its continued availability for human consumption and one of the ways through which this control can be ensured is to find and make use of technological methods of reducing or minimizing wastes in the wood industry. Currently, there is significant wastage of timber at every stage of its production, from harvesting, through the primary and secondary processing. Timber from products or old buildings that could be re-used is often thrown away (Frihart, 2004).One of the ways through which wood products could actually be re-used is through the production of Wood plastic composite especially from off-cuts, sawdust, shaving, undesired size and undesired dimension, for the production of wood based panel products. Wood plastic composite as an engineered wood product offers opportunities to produce large degree of curved shapes for unlimited flexibility in design with a corresponding increase in mechanical and physical properties. Statistics obtained from Cross River State Forestry Commission shows that about 30% of the log from the forest is regarded as waste right from primary and secondary stages of wood conversion due to poor silvcultural practice, poor knowledge of forest inventory and mapping, unskillful machinist in all the stages of wood conversion and inadequate saw doctoring technology in Nigeria saw mill (Cross River State Forestry Commission, 1992). Approximately 85% of the ligno-cellulosic material used for particleboard, chipboard, fibre board, cement board and composite production is obtained from wood species. The rest consists mainly of seasonal crops such as flax, bagass, cereal straw and hemp (Adewole, 2012).

This high demand of wood material is what actually interests the researcher to create a template where, wood material will be utilized up to 94% of log harvest from Nigeria forest for sustainable forest conservation program.


1.2       STATEMENT OF PROBLEM

Currently high demand for ligno-cellulose materials for the production of various wood based products ranging from pulp and paper production, veneer, plywood, particle board, fiber board, wood cement board and wood composite, etc. has given rise to a high level of deforestation. Within the production line of wood based products, there are a lot of wastes such as stump, sawdust, off cut, sub dimension sizes, etc.

Due to the increasing population, more products have to be developed and manufactured to cater for the need of every human being. This increases the rate of depletion of forest resources and this gives rise to global warming. Realizing this, the introduction to curb the problem that arises, by converting what is referred to as waste to wealth by incorporating to wood based panel product and composite to meet the increasing demand of wood based products for the construction industry, manufacturing industry, and furniture industry for sustainable forest reserve. This research is to showcase the basic engineering properties of indigenous wood species in the production of wood plastic composite.


1.3       OBJECTIVES OF THE STUDY

The main aim of this study is to develop Wood-plastic composite (WPC) from mixed particles of Pterocarpus angolensis and Gmelina arborea specifically, this study is:

·       To produce Wood Plastic composites (WPC) from mixed particles of Pterocarpus angolensis and Gmelina arborea waste.

·       To determine some physical and mechanical properties of the manufactured woodplastic composite, namely Moisture Content, Density, Water Absorption, Compressive strength, Impact strength and Tensile strength.

·       To determine the effect of particle size of reinforcement on the strength properties of the manufactured Wood- Plastic Composites (WPCs).

·       To compare the obtained result with those of other tested Wood-plastic composites

 

1.4       JUSTIFICATION OF THE STUDY

Due to decline of forest resource and the problem of global warming, this study will seek to produce wood plastic composite from saw mill waste to meet high demand of composite in the construction industry.

·       The production of this wood-plastic composite (WPC) will reduce high demand of solid wood from our forest thereby aid forest resource conservation.

·       With this study, we would have evaluated the possibility of solving the problem of high cost of wood by using what is regarded as waste to make wealth.

·       It is also expected that the results of the various tests carried out on the samples, will give a good evaluation of strength properties of the composite board and where the composite will be suitable in engineering design specification.

·       The possibility of integral utilization of wood from the forest.


1.5       RESEARCH BENEFITS

This research will provide vast knowledge and information to all future researchers around the world. Some of the benefits that can be acquired through this research are:-

 (a) From the experiment and tests the result can provide information which answers all or some doubts regarding to the newly developed wood plastic composite especially in terms of its properties.

 (b) By this research, new acquired information can encourage more researchers to keep on improving the composite products as well as develop other new forms of composite from other indigenous timber species, non ligno-celluloses materials and locally made adhesive materials.

(c) This research also acts as a guide line for future researchers to do test as well as develop new composites and testing equipment to aid the study.


1.6       SCOPE OF THE STUDY

The scope of this study is the production of wood-plastic composite from mixed particles Pterocarpus angolensis and Gmelina arbeora and to determine some Physical and Mechanical properties of the composites. These properties are: Moisture Content, Density Water Absorption, Compressive Strength, Impact Strength and Tensile Strength. The mixed species of Pterocarpus angolensis and Gmelina arbeora becomes pertinent as no work has been carried out on this mixed wood species to my knowledge.

 

 

 

 

 

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