The tensile strength of mechanical joint prototype of lontar fiber composite

Similar documents
EXPERIMENTAL RESULTS REGARDING STRUCTURAL RESPONSE OF BOLTED AND HYBRID CONNECTIONS FOR PULTRUDED ELEMENTS

Comparison of the Mechanical Properties Between 2D and 3D Orthogonal Woven Ramie Fiber Reinforced Polypropylene Composites

EXPERIMENTAL INVESTIGATION OF FATIGUE BEHAVIOUR IN COMPOSITE BOLTED JOINTS

Use of grooved clamping plate to increase strength of bolted moment connection on cold formed steel structures

EFFECT OF YARN CROSS-SECTIONAL SHAPES AND CRIMP ON THE MECHANICAL PROPERTIES OF 3D WOVEN COMPOSITES

Dowel connections in laminated strand lumber

Disclaimer for FAA Research Publication

M. Bücker*, M. Magin. Institute for Composite Materials, Erwin-Schrödinger-Straße 58, Kaiserslautern, Germany

A method for plaiting polymer fibre around natural yarn to form a composite fabric

Experimental Evaluation of Metal Composite Multi Bolt Radial Joint on Laminate Level, under uni Axial Tensile Loading

EFFECTS OF STITCH PATTERN ON THE MECHANICAL PROPERTIES OF NON-CRIMP FABRIC COMPOSITES

OPTIMIZATION OF CUTTING TOOL GEOMETRIC PARAMETERS IN MILLING OF CFRP LAMINATES

Comparative Evaluation of Resistance Made Simple Shear Connection with Bolts and With Welding

ASSESSMENT OF COMPOSITES REINFORCED WITH INNOVATIVE 3D WOVEN HOLLOW FABRICS

INVESTIGATION OF PROCESS-RELATED DAMAGE DURING THERMAL PIERCING OF A THERMOPLASTIC COMPOSITE

The influence of gouge defects on failure pressure of steel pipes

Behaviour of fibre reinforced composite beams with mechanical joints

EFFECTS OF GEOMETRY ON MECHANICAL BEHAVIOR OF DOVETAIL CONNECTION

Anisotropic mechanical behavior of thermally bonded nonwoven fabric

COMPRESSION MOLDING OF PAPER USING TWISTED PAPER YARN AS REINFORCEMENT

STATIC AND FATIGUE STRENGTH EVALUATIONS FOR BOLTED COMPOSITE/STEEL JOINTS FOR HEAVY VEHICLE CHASSIS COMPONENTS

SIMULATION AND EXPERIMENTAL WORK OF SINGLE LAP BOLTED JOINT TESTED IN BENDING

Anti-check bolts as means of repair for damaged split ring connections

The Effects of Adding Attachments in Conventional Composite Hybrid Joints on Tensile Strength

DESIGN, ANALYSIS AND OPTIMIZATION OF CURVE ATTACHMENT ON COMPOSITE HYBRID LAP JOINT

MECHANICAL PROPERTY OF CARBON NANOTUBE YARN REINFORCED EPOXY

MECHANICAL AND TRIBOLOGICAL BEHAVIOR OF HEMP FIBER REINFORCED POLYMERIC COMPOSITE

AMTS STANDARD WORKSHOP PRACTICE. Bond Design

Prediction Of Thrust Force And Torque In Drilling On Aluminum 6061-T6 Alloy

BIODEGRADABLE YARNS FOR WEAVES USED FOR COMPOSITE MATERIALS

An experimental investigation into the orthogonal cutting of unidirectional fibre reinforced plastics

Mechanical Properties of Glass Fiber Composites Reinforced by Textile Fabric

Finite Element Analysis of Multi-Fastened Bolted Joint Connecting Composite Components in Aircraft Structures

PERFORMANCE OF COMPOSITE SHEAR WALL PANEL OF LVL AND GRC BOARD

The fracture of wood under torsional loading

A Study on Effect of Sizing Bolt Hole in Single-Lap Connection Using FEA

COOLING TECHNOLOGY INSTITUTE AN INVESTIGATION OF PIN BEARING

Fatigue and Fretting Studies of Gas Compressor Blade Roots

EXPERIMENTAL INVESTIGATION OF ADHESIVE STRENGTHS OF ADHESIVELY BONDED JOINTS

Improved Arcan Shear Test For Wood

Bolt Material Types and Grades 1- Bolts made of carbon steel and alloy steel: 4.6, 4.8, 5.6, 5.8, 6.8, 8.8, 10.9 Nuts made of carbon steel and alloy

Investigations on the Effectiveness of Self-tapping Screws in Reinforcing Bolted Timber Connections

A STUDY ON PATTERN DAMAGE OF FINGER JOINTS IN BAMBOO LAMINATED BEAMS

Structural Strength of Lapped Cold-Formed Steel Z-Shaped Purlin Connections with Vertical Slotted Holes

OFFSET FAILURE IN FILLED HOLE COMPRESSION TESTS

The Behaviour Of Round Timber Sections Notched Over The Support On The Tension Face. Justin Dewey

4.0 MECHANICAL TESTS. 4.2 Structural tests of cedar shingles

1. Enumerate the most commonly used engineering materials and state some important properties and their engineering applications.

Introduction. Fig. 1. Structure of warp (a) and weft (b) knitted fabrics (picture from [4]) (Received 10 April 2012; accepted 14 May 2012)

Effect Of Drilling Parameters On Quality Of The Hole

EXPERIMENTAL INVESTIGATION OF WOVEN FABRIC CFRP BOLTED JOINTS: PARAMETRIC STUDY

Figure 1: Photograph of Drop Weight Test Machine

Mechanical Characterisation of Natural Fibre Reinforced Plastics

Experimental analysis of composite bolted joints using digital image correlation

Vertical Array Milli-Pin System for Alternative Joint Technology

1/2/2016. Lecture Slides. Screws, Fasteners, and the Design of Nonpermanent Joints. Reasons for Non-permanent Fasteners

Bolts and Set Screws Are they interchangeable?

Conversion of Glass Reinforced and Polypropylene Matrix Hybrid Materials into Thermoplastic Laminates

Subject Index. Bearing damage, in bolted, composite-metal

Studies on free vibration of FRP aircraft Instruments panel boards

Type the title of your paper here Effect of the focused light from the xenon arc lamp on the surface tension of the molten enamel

Korean standards of visual grading and establishing allowable properties of softwood structural lumber

EFFECTS OF WARP KNITTED FABRICS MADE FROM MULTIFILAMENT IN CEMENT-BASED COMPOSITES

Bend, Don t Break When Processing Long-Fiber Thermoplastic Resins

Section 914. JOINT AND WATERPROOFING MATERIALS

A finite element stress analysis of aircraft bolted joints loaded in tension

Double Shear Testing of Bolts

Slip and yield resistance of friction type of high strength bolted connections with over-sized holes

RENEWABLE RESOURSE INTEGRATION IN BIODEGRADABLE COMPOSITES

Experimental characterization and modeling of GF/PP commingled yarns tensile behavior

Hazlan Abdul Hamid* & Mohammad Iqbal Shah Harsad

Twisting of fibres in yarns for natural fibre composites

Moment-Resisting Connections In Laminated Veneer Lumber (LVL) Frames

DEVELOPMENT OF NON-WOVEN BIOFIBRE MATS FOR COMPOSITE REINFORCEMENT

THE RELATIONSHIP BETWEEN FIBRE ARCHITECTURE AND CRACKING DAMAGE IN A KNITTED FABRIC REINFORCED COMPOSITE.

Threaded Fasteners 2. Shigley s Mechanical Engineering Design

STRESS DISTRIBUTION OF BOLTED JOINTS WITH DIFFERENT LAY-UP TYPES. H. Ahmad

ID-1223 Determination of delamination onset in composite laminates by application of acoustic emission INTRODUCTION

Experimental Study of Influence of Drilling Tool Geometry for Hybrid Composite Materials

Development of Natural Fiber Nonwovens for Thermal Insulation

Effect of structural parameters on mechanical behaviour of stitched sandwiches

An experimental investigation on crack paths and fatigue behaviour of riveted lap joints in aircraft fuselage

Hot consolidated all-pp composites from textile fabrics composed of isotactic PP filaments with different degrees of orientation

Evaluation of fibre twisting angle and composite properties

Combined stress analysis of mitered spline furniture joints under diagonal loading

PERFORMANCE OF FASTENERS IN WOOD

INFLUENCE OF SOME MODIFICATIONS OF LOCAL GEOMETRY ON THE STRESS STATES IN ADHESIVE BONDED LAP JOINTS

Experimental And FE Analysis Of Eccentric Loaded Symmetrical And Unsymmetrical Bolted Joint With Bolt Pretension

INFLUENCE OF PILES ON LOAD- SETTLEMENT BEHAVIOUR OF RAFT FOUNDATION

CHAPTER 6 RESULTS AND DISCUSSION

DEVELOPMENT OF A NOVEL TOOL FOR SHEET METAL SPINNING OPERATION

Strength Prediction in CFRP Woven Laminate Bolted Single-Lap Joints under Quasi-static Loading using XFEM

Shear Capacity of Dowelled Mortise and Tenon in Tropical Timber

EFFECT OF HOLE CLEARANCE ON BOLT LOADS IN PULTRUDED GRP TENSION JOINTS

Monitoring damage growth in composite materials by FBG sensors

Copyright. Michael Joseph Gilroy. May 1997

A training course delivered at a company s facility by Matrix Engineering, an approved provider of Bolt Science Training

Comparisons of bearing properties for various oriented glulam using digital image correlation

Acoustic Emission For Damage Monitoring of Glass /Polyester Composites under Buckling Loading

Development of Mould of Rheology Test Sample via CadMould 3D-F Simulation

Transcription:

IOP Conference Series: Materials Science and Engineering PAPER OPEN ACCESS The tensile strength of mechanical joint prototype of lontar fiber composite To cite this article: Jefri Bale et al 2018 IOP Conf. Ser.: Mater. Sci. Eng. 316 012049 View the article online for updates and enhancements. Related content - The effect of addition sucrose concentrations toward weight of Nata DE Lontar (Borassus flabellifer) Linn N L P M Widiyanti, S Mulyadiharja, I N Sukarta et al. - How to obtain the adhesive strength for double lap joint by using single lap joint N A Noda, R Li, Y Sano et al. - Lap Joints of 6061 Al Alloys by Friction Stir Welding M. A. Tashkandi This content was downloaded from IP address 148.251.232.83 on 23/07/2018 at 02:56

The tensile strength of mechanical joint prototype of lontar fiber composite Jefri Bale 1*, Dominggus G.H. Adoe 2, Kristomus Boimau 3, Thomas Sakera 4 1,2,3,4 Department of Mechanical Engineering, Universitas Nusa Cendana, 85001 Kupang, NTT, Indonesia * Email: jefri_bale@staf.undana.ac.id Abstract. In the present study, an experimental activity has been programmed to investigate the effect of joint prototype configuration on tensile strength of lontar (Borassus Flabellifer) fiber composite. To do so, a series of tests were conducted to establish the tensile strength of different joint prototype configuration specimen of lontar fiber composite. In addition, post observation of macroscope was used to map damage behavior. The analysis of lontar fiber composite is a challenge since the material has limited information than others natural fiber composites materials. The results shown that, under static tensile loading, the tensile strength of 13 MPa produced by single lap joint of lontar fiber composite is highest compare to 11 MPa of tensile strength generated by step lap joint and double lap joint where produced the lowest tensile strength of 6 MPa. It is concluded that the differences of tensile strength depend on the geometric dimensions of the cross-sectional area and stress distribution of each joint prototype configuration. 1. Introduction In a climate with increasing focus and need for environmentally sustainable material for automotive and aeronautics industry, also the economic impact of natural material and its benefits are recognized as a key driver for growth in the agricultural industry, especially for developing countries [1]. Researcher will be expected to wonder wheather mechanical company can do more to support automotive and aeronautic industry or other transportation industry in going green while also opening new market and sales channels for themselves. In this regard, there are six main issues that are driving product development of composite material in the transportation industry (Figure. 1). The first three issues are the development and use of lighter weight material which correlates with the issue of fuel efficiency, reduce CO2 emissions and save non renewable resources. Three other issues are driving the automotive and aeronautic industry to seek new materials are cost effectiveness, biodegradability and the capability of material. Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by Ltd 1

Composite Material Lighter weight composite material Fuel efficiency Reduce CO 2 Save non renewable resources New composite material Cost effectiveness Biodegradability Capability Figure 1. Driving product development of composite material From the point of view of materials engineering, natural fiber is considered one of the new era environmentally friendly materials which have good properties to replace the conventional synthetic fiber as a reinforcement of composite materials in in all industries in coming centuries [2]. Natural fibers are used in various applications as explained by previous work [3]. Table 1 shows the comparison between natural and synthetic fibers. Table 1.Comparison between Natural fibers and Synthetic fibers [4] Aspect Property Natural Fibers Synthetic Fibers Mechanical Properties Moderate High Technical Moisture Sensitivity High Low Thermal Sensitivity High Low Resource Infinite Limited Environmental Production Low High Recyclability Good Moderate Apart from their biodegradability, natural fiber are becoming increasingly popular due to their abundance in tropical country, low cost, and recyclable nature in the field of composites for automotive and aeronautic application. The benefits of using natural fiber composites increase result from the fact that they are made from a renewable and sustainable plant fiber source, they release no net carbon dioxide, are 40% lighter than fiberglass and have a better energy management characteristics than glass fiber in their respective composite structures. For example, it takes 3.1 MJ of energy to produce 1 kilogram of kenaf, whereas it takes almost four times the same energy (~12 MJ) to produce 1 kilogram of glass fiber [5]. Previous works [6-8] in the field of lontar fiber composite investigated on the characteristics of the physical properties of lontar fiber, lontar fiber composite mechanical strength and influence of chemical treatment. Generally, their results shown that the tensile strength of lontar fiber composite with NaOH treatment had greater tensile strength than obtained from non treatment specimens. Their works also concluded that 30 % of lontar fiber volume fraction resulting optimal tensile and bending strength compared with others volume fraction. The presence of geometrical discontinuities like cutouts and holes are an important machining operations to facilitate the assembly of composite component such as joining of riveted and bolted joints because composites cannot be welded directly like metal materials to ascertain the structural integrity or connections of complex composite products. Mechanical connections remain the key means for the transfer of loads between structural elements made of composite materials [9]. Several 2

important factors such as structural and architectural requirements, technological process, nature of materials, application speed, environment advantages and disadvantages, as well as the total cost, need to be considered when the type of connection is chosen [10]. An experimental study of bolt-hole clearance effects in double-lap, multi bolt composite joints indicated that variable clearances in multibolt joints significantly influence the load distribution. At the higher loads the distribution tends to even out, but this process may be interrupted by failure [11]. A comparative study on different drill points geometries and feed rate for composite laminates drillings concluded that low feed rate seemed appropriate for laminate drilling and the most adequate tool for higher feed rates is the twist drill with a 120 o point angle for minimal delamination [12]. Early results about the effect of hole fabrication and hole diameter on the tensile strength of lontar fiber composite have been generated as preliminary study of the author [13]. The results shown that tensile strength of moulded hole lontar fiber composite specimens is higher compared to the drilled hole specimens in all diameter and width (d/w) ratio. It has been noted that tensile strength of drilled hole specimen has been mostly affected by the presence of initial defect due to drilling operations. On the other hand, the use of lontar fiber composite in structure design of mechanical joint is a challenging task since very limited work has been done on the application of lontar fiber composite for mechanical fastened joint design. Against this background, the research plan has been undertaken, with an objective to investigate the variation of joint prototype and its effect on mechanical properties of lontar fiber. The present work thus aims to understand the tensile behavior of lontar fiber composites on different type of mechanical joint prototype by experimental method. This study is part of a project at Universitas Nusa Cendana as a center study of archipelagic dryland field to invent a variety of potential natural fibers in East Nusa Tenggara - Indonesia as an reinforcement for biodegradable plastic matrix composite materials for transportation industry. 2. Methodology The composite specimen that used in this study was reinforced by lontar fiber with 5 cm of fiber length. The composite produced by pressure molding process that contains 0.32 of nominal lontar fiber volume as the reinforcement and polyester was employed as the matrix throughout 4 mm of specimen thickness. The orientation of fiber random against each other. In order to investigate mechanical joint prototype tensile strength, three types of joint prototype were studied, i.e single lap joint, double lap joint and step lap joint as seen in Figure. 2. Test was carried out with a servohydraulic testing machine with a capacity of 100 kn. The machine was equipped with a standard load cell and mechanical grips. Specimens were aligned and mounted first in the lower and afterwards in the upper grips of the test station. After mounting the specimens, any loading due to the gripping was minimized through controller panel. A unit of dial indicator was used to record all the test results such as load and displacement. Then, the tests were considered to begin. Static tensile tests were performed under a constant cross-head speed of 1 mm/min. 3

Step Lap Joint Double Lap Joint Single Lap Joint Figure 2. Specimen Geometry 4

Load ( N ) QIR The test procedure was based on standard ASTM D5961 which consisting of five specimens of each test for respectively each type of joint configuration. Figure. 3 shows the test set up and all type of specimens. Specimen Mechanical grip Tab area Figure 3. Test Set up and lontar fiber composite specimens 3. Results and Discussion The tensile strength of mechanical joint prototype of lontar fiber composite was analyzed. Figure. 4 shows the load versus global displacement curves in static condition for the test specimens. 3500 3000 2500 Single Lap Joint Double Lap Joint Step Lap Joint 2000 1500 1000 500 0 0 0,2 0,4 0,6 0,8 1 Displacement ( mm ) Figure 4. Load vs displacement of joint prototype of lontar fiber composite Each specimen exhibits a typical of brittle behavior with suddenly failure where the highest ultimate tensile load of 2900 N resulting by single lap joint specimen which is 50 % greater than load value of step lap joint which is about 1500 N. Figure. 5 shows the typical stress and strain behavior of joint prototype of long random lontar fiber composite under tensile load. 5

Stress ( MPa ) QIR 14 12 10 Single Lap Joint Double Lap Joint Step Lap Joint 8 6 4 2 0 0 0,001 0,002 0,003 0,004 0,005 0,006 0,007 Strain Figure 5. Stress vs strain of joint prototype of lontar fiber composite The curve gives the relationship between stress and strain where stress is calculating from given load and strain obtained from global displacement. The stress - strain curve behavior shows the brittle behavior of composite material with the sudden failure of composite material under tensile loading in static condition. It was found that the highest stress of 13 MPa produced by step lap joint specimen and followed by single lap joint specimen where generated 11 MPa of tensile stress. Furthermore, the lowest tensile stress was produced by double lap joint specimen. At the beginning of the loading, a non linear behavior corresponding to the realignment of fibers and mechanical grips movement is observed. After this first phase, a linear behavior is obtained. From Figure. 5, the different slope can be observed on some part of curves during the second phase (shown by black arrow), could be associated to the changing of damage mechanism from matrix cracking into debonding and fiber breakage. This kind of behavior also explained by Arnautov et.al, 2015 in their study about carbon/epoxy composites joint. Locally, the variation of the cross-sectional area of joint prototype produces the stress calculation and resulting local stress level between areas with different joint configuration. Joint prototype of Step lap joint has smaller cross-sectional area compare to other joint prototype configuration. Therefore, step lap joint generates the highest stress where indicate in Figure.5. This result is certainly different from Figure.4 due to the presence of cross-sectional area which is inversely proportional to the stress and load on strength calculation. The local strain of the specimen under the tensile load also entirely depends upon the thickness of the cross sectional area. The step lap joint specimen tends to show more strain compared to single and double lap joint specimen. It is quite evident that strain increases with decrease in thickness of cross-sectional area of specimen. In other words, the joint geometry affects the strength of mechanical joint prototype of lontar fiber composite. The highest UTS of joint prototype of lontar fiber composite specimen is around 13 MPa resulting highest modulus measurement of 2.2 GPa as seen in Figure. 6. 6

Figure 6. Tensile modulus of joint prototype of lontar fiber composite The stiffness of single lap joint and step lap joint was found to be around 2 times higher compared to double lap joint. The likely reason for this is that the configuration of double lap joint contains cut off in the middle part then generates less effective stiffness of the bridging mechanism. Lower stiffer bridging generates lower ability to sustain the given load. Consequently, double lap joint produces lower tensile stiffness modulus compared to step and single lap joint. The macroscopic images of final failure of joint prototype can be seen in Figure. 7. Fiber Breakage Failure location Figure 7. Final failure of joint prototype of lontar fiber composite The damage of joint prototype of lontar fiber composite in tension is fairly transverse to the loading axis. The presence of the hole increases highest stress concentration that leads to strength degradation and initiate damage during the test. It was found that damage starts in form of cracking emanating due to matrix cracking around the hole and propagated along the width. The damage area propagated by the debonding of the fiber and the matrix at the interface located around the hole. After initial damage, the specimens continued to sustain the load under increasing displacements. When the critical point was reached, damage area reaches to the end of width side of the specimen and specimen 7

ultimately failed mainly due to the fiber breakage. It means that, at final stage of specimen failure, fibers no longer able to carry the increasing of given load and damage has occurred completely. 4. Conclusion This study presents experimental results of different mechanical joint prototype configuration of long random lontar fiber composite under static tensile loading. The results show that the differences of joint prototype configuration of lontar fiber composite have an effect on its tensile strength. It was found that the highest stress of 13 MPa produced by step lap joint specimen and followed by single lap joint specimen where generated 11 MPa of tensile stress. Furthermore, the lowest tensile stress of 6 MPa was produced by double lap joint specimen. The differences in tensile strength and strain possibly originated by different thickness of cross sectional area at of each joint prototype. The double lap joint experiences the lowest tensile modulus of 1.2 GPa due to less effective stiffness of the bridging mechanism on tensile strength of lontar fiber composite. The tensile damage of lontar fiber specimen with different joint prototype configurations occurs in the form of matrix cracking and ultimately failed mainly due to the fiber breakage. 5. Acknowledgment The authors gratefully acknowledge the support of the Ministry of Research, Technology and Higher Education of Indonesia (KEMENRISTEKDIKTI) as a Grant of Fundamental Research 2017. References [1] Anandjiwala R D 2006 The Role of Research and Development in Global Competitiveness of Natural Fiber Products (Natural Fiber Vision 2020) p 1 [2] Ramesh M, Palanikumar K and Hemachandra Reddy K 2017 Plant Fibre Based Bio- Composites: Sustainable and Renewable Green Materials. Renewable and Sustainable Energy Reviews 79 558 [3] Yousif B F, Shalwan A, Chin C W and Ming K C 2012 Flexural Properties of Treated and Untreated Kenaf/Epoxy Composites. Materials and Design 40 378 [4] Saravana Bavan D and Mohan Kumar D 2010 Potential Use of Natural Fiber Composite Materials in India. Journal of Reinforced Plastics and Composites 29 3600 [5] Khan M A, Hinrichsen G, Drzal L T 2001 Influence of Novel Coupling Agents on Mechanical Properties of Jute Reinforced Polypropylene Composite. Compos Interf 20 1711 [6] Boimau K 2009 Characterization of Tension Behavior and Surface Topograph of Lontar Fiber Alkali Treatment. Proceedings of the 8 th Regional Conference on Annual Mechanical Engineering, Semarang, Indonesia [7] Boimau K and Limbong I 2010 The Effect of Volume Fraction on Tensile Strength of Composite Polyester Reinforced by Lontar Fiber. Proceedings of Regional Conference on Environment Friendly in Sustainable, Malang, Indonesia [8] Boimau K, Bale J, Lagan M, Limbong I 2011 The Effect of Volume Fraction of Bending Strength of Composite Polyester Reinforced by Lontar Fiber. Proceedings of the 11 th Regional Conference on Annual Mechanical Engineering, Yogyakarta, Indonesia [9] Arnautov A, Nasibullins A, Gribniak V, Blumbergs I and Hauka M 2015 Experimental Characterization of The Properties of Double-Lap Needled and Hybrid Joints of Carbon/Epoxy Composites. Materials 8 7578 [10] Sergiu P, Nicolae T, Paul C, and Dragos B 2012 Experimental Program Regarding The Behaviour of Composite Materials Joints. Buletinul Institutului Politehnic Din Iaşi Secţia Construcţii. Arhitectură, Publicat de Universitatea Tehnică, Gheorghe Asachi din Iaşi Tomul LVIII (LXII), Fasc 4 [11] Lawlor V P, McCarthy M A and Stanley W F 2005 An Experimental Study of Bolt-Hole Clearance Effects in Double-Lap, Multi-Bolt Composite Joints. Comp. Struct 71 176 8

[12] Durão L M P, Gonçalves D J S, Tavares J M R S, de Albuquerque V H C, Aguiar Vieira A and Torres Marques A 2010 Drilling Tool Geometry Evaluation for Reinforced Composite Laminates, Comp. Struct 92 1545 [13] Bale J, Boimau K and Tokoh R 2016 The Effect of Fabrication Process and Hole Diameter on Tensile Strength of Lontar Fiber Composite. Sainstek Undana 3 B-58. 9