Thickness determination of SMC replacing Sheet metals for Automobile roof

Similar documents
DESIGN AND ANALYSIS OF LEAF SPRING BY USING HYBRID COMPOSITE MATERIAL

Mono Composite Leaf Spring Design and Analysis by using FEA Under Static Load Condition

Flexural Behavior of Steel I Beams Bounded With Different Fiber Reinforced Polymer Sheets

Comparison of Static Analysis of Bonded, Riveted and Hybrid Joints by using Different Materials

Analysis and Comparison of Mechanical Properties of Epoxy Fiber and Alloy Steel Leaf Spring

DESIGN AND MANUFACTURE OF ANISOTROPIC HOLLOW BEAM USING THERMOPLASTIC COMPOSITES

Comparison of Energy Absorption Characteristics of Thermoplastic Composites, Steel and Aluminum in High-Speed Crush Testing of U-Beams

ANALYSIS OF CARBON-FIBER COMPOSITE STRENGTHENING TECHNIQUE FOR REINFORCED BEAM

BUCKLING ANALYSIS OF PULTRUDED GFRP HOLLOW BOX BEAM

Design and Development of Engine hood with light weight SMC Polymer composite

Vibration Analysis of Propeller Shaft Using FEM.

Analysis and optimization of Composite Sandwich Structures using Optistruct

KEYWORDS: Leaf spring, composite and finite element analysis, FEM, CAE tools.

Finite Elements Modeling and Analysis of Double Skin Composite Plates

STRESS -STRAIN ANALYSIS AND EXPERIMENTAL VERIFICATION OF THREE-ROLL PYRAMIDAL SHAPE CONFIGURATION ROLL BENDING MACHINE

DOI: /IJMTER DQMWV 51

NUMERICAL ANALYSIS OF BUCKLING AND POST BUCKLING BEHAVIOR OF SINGLE HAT STIFFENED CFRP PANEL

DESIGN AND MANUFACTURING OF A LEAF SPRING USING COMPOSITE MATERIALS

Nonlinear Finite Element Analysis of Composite Cantilever Beam with External Prestressing

FAILURE PREDICTION IN HONEYCOMB SANDWICH BEAMS UNDER LOW-VELOCITY IMPACT

Computer Aided Numerical Simulation of Over-Moulded Front End Carrier of Automobile

NUMERICAL SIMULATION OF CIRCULAR HOLLOW STEEL COLUMNS CONFINED WITH FIBER REINFORCED POLYMER UNDER AXIAL COMPRESSION

7 LOCAL BUCKLING OF STEEL CLASS 4 SECTION BEAMS

COMPARATIVE STUDY OF BEAMS BY USING DIFFERENT TYPES OF RETROFITING TECHNIQUES

Chapter 7. Finite Elements Model and Results

Design, Optimization And FE Analysis of Composite Mono Leaf Spring

Experimental Investigations of Composite Leaf Spring

MODELING OF CARBON FIBER REINFORCED POLYMER (CFRP) STRENGTHENED REINFORCED CONCRETE (RC) BEAMS: EFFECT OF BEAM SIZE AND CFRP THICKNESS

Finite Element Analysis of Floor Deck Using Cold Formed Steel

The Use of Sustainable Materials for Quick Repair of Aging Bridges

MECHANICAL CHARACTERIZATION OF SANDWICH STRUCTURE COMPRISED OF GLASS FIBER REINFORCED CORE: PART 1

FE MODELING OF CFRP STRENGTHENED CONCRETE BEAM EXPOSED TO CYCLIC TEMPERATURE, HUMIDITY AND SUSTAINED LOADING

Design of a Beam Structure for Failure Prevention at Critical Loading Conditions

JCHPS Special Issue 7: 2015 NCRTDSGT 2015 Page 253

EFFECTS OF SHEAR SPAN-DEPTH RATIO ON THE BEHAVIOR OF HYBRID REINFORCED CONCRETE CONTINUOUS STRAIGHT DEEP BEAM

Dynamic Loading of Concentric Circular Tubes

SET PROJECT STRUCTURAL ANALYSIS OF A TROUGH MODULE STRUCTURE, IN OPERATION AND EMERGENCY Luca Massidda

International Journal of Advance Research in Engineering, Science & Technology ANALYSIS AND SIZE OPTIMIZATION OF COMPOSITE LEAF SPRING USING FEA

Non-Linear Analysis of Steel Domes Coated with GFRP having Circular Cutouts

Steel-Fibre-Reinforced Concrete Pavements

CHAPTER 9 INFLUENCE OF RESIDUAL STRESSES ON THE FAILURE PRESSURE OF CYLINDRICAL VESSELS

STRUCTURAL ANALYSIS AND OPTIMIZATION OF BIW A- PILLAR USED IN AUTOMOBILES

Fluctuating analysis on leaf spring of a mini load carrier automobile

Finite element analysis and optimization of a mono parabolic leaf spring using CAE software

The effect of transverse steel rebars on the behavior of concrete beam reinforced with glass polymer rebars

Analysis of Composite Structure Using HM12.0/Radioss

ISSN: ISO 9001:2008 Certified International Journal of Engineering and Innovative Technology (IJEIT) Volume 4, Issue 12, July 2015

Mechanical Characterization of PU Based Sandwich Composites with Variation in Core Density

Finite element analysis of CFRTP hollow beam under flexural load for an application to vehicle body structure

Structural Characteristics of New Composite Girder Bridge Using Rolled Steel H-Section

BEHAVIOUR OF COLD-FORMED Z-SHAPED STEEL PURLIN IN FIRE

To have a clear idea about what really happened and to prevent the

b Shockform Aéronautique Inc., Canada,

Finite Element Application to Estimate Inservice Material Properties using Miniature Specimen

FLEXURAL BEHAVIOUR OF COLD FORM STEEL SECTIONS SUBJECTED TO STATIC LOADING

Ultimate strength prediction for reinforced concrete slabs externally strengthened by fiber reinforced polymer (FRP)

BEHAVIOR OF REINFORCED CONCRETE BEAM WITH OPENING

Effect of Flange Width on Flexural Behavior of Reinforced Concrete T-Beam

INFLUENCE OF PRSTRESS LEVEL ON SHEAR BEHAVIOR OF SEGMENTAL CONCRETE BEAMS WITH EXTERNAL TENDONS

Finite Element Analysis of Reinforced Concrete Corbels

Strengthening of Reinforced Concrete Beams using Near-Surface Mounted FRP Mohamed Husain 1, Khaled Fawzy 2, and Mahmoud Nasr 3

Numerical Analysis of the Influence of Geometry of Ceramic Units (Blocks) on Structural Walls

Finite Element Analysis of a Ribbed Roofing Panel under Static Flexure

Contact Analysis of Frictional Motion between Fiber Reinforced Polymer (FRP) Races and Cylindrical Roller Bearing

PARAMETRIC STUDY OF FLANGE JOINT AND WEIGHT OPTIMIZATION FOR SAFE DESIGN AND SEALABILITY- FEA APPROACH Chavan U. S.* Dharkunde R. B. Dr. Joshi S.V.

ANALYSIS OF COMPOSITE LEAF SPRING BY USING ANALYTICAL & FEA

Function-integrated GFRP sandwich roof structure Experimental validation of design

Weight Optimization of Mono Leaf Spring Used for Light Passenger Vehicle

A Comparative Study on Non-Linear Analysis of Frame with and without Structural Wall System

Fabrication and Analysis of Single lap joint Glass Fiber Reinforced Polymer Composite Materials

JJMIE Jordan Journal of Mechanical and Industrial Engineering

Nonlinear Finite Element Modeling & Simulation

New approach to improving distortional strength of intermediate length thin-walled open section columns

Nonlinear Redundancy Analysis of Truss Bridges

FINITE ELEMENT ANALYSIS OF COMPOSITES UNDER DIFFERENT LOAD CONDITIONS WITH THE EFFECT OF HYBRIDIZATION OF GLASS REINFORCEMENT ON KEVLAR FIBRES

RESILIENT INFRASTRUCTURE June 1 4, 2016

Design and Experimental Analysis of Leaf Spring Using Composite Materials

Effect of High Temperature on the Strain Behavior in Post-Tensioning Concrete Beams by Using Finite Element Method (ANSYS Program)

Tests of R/C Beam-Column Joint with Variant Boundary Conditions and Irregular Details on Anchorage of Beam Bars

INTERNATIONAL JOURNAL OF ADVANCED RESEARCH IN ENGINEERING AND TECHNOLOGY (IJARET)

NEW COMPOSITE SANDWICH WITH ALUMINUM CORE

On Finite Element Analysis of Steel and RC Beams : Performance of Different Elements

Behavior of Reinforcement Concrete Beams Using Steel Strips as a Shear Reinforcements

Study the pattern of J-profile along the crack front through 3D finite element analysis

Analysis of Concrete Filled Double Skin Steel Tube (CFDST) column with CFRP wrapping

Active crack control in continuously reinforced concrete pavements (CRCP)

Analysis of Concrete Filled Double Skin Steel Tube (CFDST) column with FRP wrapping

INVESTIGATION OF METAL STIFFENERS IN FRP COMPOSITE GEARS FOR INCREASING TOOTH BENDING STRENGTH

Determination of Deformation of Glass Epoxy Plate under Uniformly Distributed Loading Condition

Finite Element Analysis of RC Beams Strengthened with FRP Sheets under Bending

Numerical Study on Behaviour of Concrete Filled Tubes (CFT) under Static Load

Experimental Study on Hybrid Fiber Reinforced Concrete Deep Beams

CHAPTER 7 FINITE ELEMENT ANALYSIS

Buckling Analysis of Cold Formed Steel Compression Members at Elevated Temperatures

Journal of Asian Scientific Research EVALUATION OF RECTANGULAR CONCRETE-FILLED STEEL-HOLLOW SECTION BEAM-COLUMNS

Analytical and Experimental Studies on Steel and Composite Mono Leaf Spring

J. Basic. Appl. Sci. Res., 3(1s) , , TextRoad Publication

Characterization and Testing of Fiber Reinforced Concrete (American Standards)

Seismic performance of New Steel Concrete Composite Beam-Columns

Analysis of Mechanical Properties of Hybrid Composites Experimentally

Transcription:

Thickness determination of SMC replacing Sheet metals for Automobile roof Sainath A. Waghmare 1, Prashant D. Deshmukh 2 1 (Asst. Prof. Mechanical Department, Lokmanya Tilak College of Engineering, Navi Mumbai, India) 2 (Asst. Prof. Mechanical Department, Datta Meghe College of Engineering, Navi Mumbai, India) ABSTRACT : Sheet Molding Compound (SMC) is used in automobile body panels for weight reduction instead of sheet metal. As an alternative material SMC must fulfill the strength requirement as well as contribute less weight to Body-in-white (BIW). Hence, its thickness selection must be done strategically. In this paper, the degree of experiments (DOE) technique was used to determine the suitable thickness of SMC that can replace the traditional sheet metal roof in automobiles. In DOE technique, a bending test set up was created and tested by FE analysis on Abaqus and followed by lab testing as a part of validation. Keywords - SMC, thickness, DOE, lab testing, automobile roof I. INTRODUCTION SMC is highly advanced plastic composite material. It is strong, light weight and has better surface finish than fiber reinforced plastics (FRP) [1]. Hence, it has become more popular in manufacturing auto body panels. Lighter body results in increase in fuel economy and reduction in CO 2 emission. Automobile industry is familiar with SMC parts since 1987 as it was used to manufacture rear air deflector, tailgates, hoods and exterior panels [2]. Because of SMC s mechanical properties and light weight it can be used to build automobile roof which was previously made of sheet metals. Here while replacing; the new SMC roof can take all dimension or geometry of traditional sheet metal roof except its thickness. Existing metal roof used 0.8 mm thick sheet metal and fulfill FMVSS 216 [3] criteria which is a NHTSA s safety regulations for rollover accidents. For SMC materials, it is not possible to achieve 0.8 mm thickness due to manufacturing limitations and even though it is made, it cannot take enough load and impact like sheet metal. If higher thickness SMC sheets were chosen, it contributed additional weight to roof assembly which was not desirable. Hence, a proper thickness of SMC sheet must be selected which provides enough strength and contributes less weight as compared to sheet metals. In this paper, a relation between material thickness and respective strength was presented. It was done by DOE technique of a bending test carried on a test specimen of 0.8 mm sheet metal of and SMC specimen of various thicknesses. As FEA testing method is fast, accurate and less expensive, it was used for DOE on above stated specimens. First a sheet metal specimen was tested and its deflection for a certain amount of load was recorded. This amount of deflection became a benchmark for suitable SMC specimen. Most appropriate thick SMC specimen was selected for laboratory test and results were compared. In laboratory test, both sheet metal and SMC specimen were loaded and the results were compared to validate the FEA results. II. CHARACTERISTICS OF SMC SMC composites show variety of mechanical properties with their percentage of glass content. They are basically Fiber Reinforced Plastics (FRP) but differ in manufacturing methods, glass filling and fiber orientations [4]. The fibers may be continuous (SMC-C) or randomly oriented (SMC-R). Sometimes the combination of both continuous and random orientation (SMC-C/R of XMC-3) can be used [4]. These products show wide range of mechanical and thermal properties. In this project, SMC-R was selected for test as it shows approximately equal strength in both lateral and transverse direction. The properties of SMC are described in Table 1. Table -1: Properties of SMC Sr. no Property Value 1 Tensile strength 2 Compressive strength 160 MPa 225 MPa ISSN: 2348 8360 www.internationaljournalssrg.org Page 22

3 Poisson s ratio 0.27 4 Density 1.780 g/cc 5 Modulus of elasticity 11.7 GPa SMC products are economical as compared with other plastic composites like aramid or carbon fiber [5]; it can be used in low commercial as well as passenger vehicles. It is approximately 4.5 times lighter than steel. Hence, it is popular in auto body exterior and interior parts. In rollover accidents, the roof is hit by ground and impact is transmitted to occupant. Since the base of SMC is polymer, it can absorb shock and impact energy. Another advantage of SMC for auto body exterior is that it has good surface finish and can be colored while it s manufacturing. Hence, no additional painting and surface treatments are needed. III. FEA SET-UP Material thickness is directly related to the overall weight of the roof. Hence, its selection must be carefully done with respective strength and deflection. When a component is loaded, it will deform with a certain amount depending upon the intensity of loading, material strength, component dimensions and the point of application of load. If the material is to be changed by keeping the load and loading conditions same, the component dimensions can be found out and that s how the thickness can be determined since it is a part of principal dimensions. In order to observe this phenomenon, a DOE technique using finite element analysis was used. A sample specimen of existing material was loaded as shown in fig.1 with the length taken as 1.5 m and width as 10% of length i.e. 150 mm [6]. The thickness selection was the main role behind this experiment; it was kept as 0.8 mm which was the thickness of existing roof. This sample treated as a sheet metal lying on XY plane and loaded along Z axis. The ends were fixed in such a way that it might look like a set up for cylindrical bending. This sample was tested by finite element method using Abaqus. A planar shell element was used to construct the model in Abaqus and followed by quad meshing. Steel properties like isotropic material having Young s modulus (E) 210 GPa and Poisson s ratio 0.3. Boundary conditions were applied by blocking respective DOF at both the ends. A pressure load was taken 1000 kn/m and it was applied along Z axis. The main aim of this experiment was to find the maximum deformation of steel plate for given load and thickness. Figure 1. A typical bending test set- up From the results obtained by Abaqus, it was observed that the maximum deformation was found at the middle of specimen and it was recorded as 6.588 mm for 0.8 mm thickness as shown in fig. 2. Along with this result, the platform was created for selecting a suitable thickness of SMC material for 6.588 mm deflection. Hence, in above FE test, the steel material was replaced by SMC with properties E = 11.7 GPa and Poisson s ratio 0.27. The material considered isotropic as SMC R was used [4]. Multiple tests were conducted on various thicknesses ranging from 1 mm to 10 mm and their respective maximum deformations were plotted in fig. 3. For same deformation as 6.588 mm, SMC showed its thickness value as slightly more than 2 mm. Figure 2. Displacement plot of sheet metal after bending test It can be seen from above plot that the maximum deformation was drastically decreased as the thickness increased. It can be safer to select higher thickness SMC sheet but there was chances of weight increment of roof. Hence, the suitable thickness of SMC selected was 2.5 mm which gave ISSN: 2348 8360 www.internationaljournalssrg.org Page 23

the base value of maximum deformation of steel plate. IV. EXPERIMENTAL From FE analysis, it was seen that the 2.5 mm thick SMC plate may replace the 0.8 mm sheet metal. This result was validated by the experimental technique by 3-point bending test. In this case, uniform pressure load was replaced by a point load having line contact with specimen surface. Two specimens were used for experiments. One is 0.8 mm sheet metal and another was 2.5 mm SMC plate with same span length and width. The test was conducted on universal testing machine of load cell 980N as shown in fig. 4 and 5. The test set-up and loading conditions were stated in Table 2. The loading was kept quasi static as gradually applying load with speed 10 mm/min. The aim of this experiment was to determine deflection and load taken by both the specimens when same set-up and environment was provided. First test was conducted on sheet metal which showed a pick load of 22.05 N with 10 mm displacement as shown in fig. 6. Its plot showed approximately linear characteristic at the beginning Figure 3. Material thicknesses Vs. Deflection plot for SMC sheets Table -2: Experimental test set-up Load cell 980N Temperature 25 0 C Speed 10 mm/min of loading and became non-linear after 18 N since Pre tension load 0 N sheet metal made from a ductile material i.e. steel. Gauge length 50 mm On the other hand, SMC showed a pick load of Specimen width (b) 25 mm Span length (l ) 65 mm 39.3 N with 8.63 mm maximum deflection. At this point, breakage of SMC plate occurred. Fig 7 showed the load vs. displacement curve for SMC plate. The non-linear characteristic and a breakage indicated a typical plastic material. SMC plate gained its maximum load limit and break. Both these results were recorded in the computer attached with universal testing machine. ISSN: 2348 8360 www.internationaljournalssrg.org Page 24

Figure 4. 3-point bending test set-up for sheet metal Figure 6. Load Vs. Displacement plot for sheet metal Figure 5. 3-point bending test set-up for SMC Peak load observation- Maximum load for sheet metal= 22.05 N Maximum load for SMC plate= 39.3 N Deformation observation- Deformation at peak load, For sheet metal= 10 mm For SMC plate= 8.63 Weight calculation- The weight of the specimens was calculated by, W= volume x density W= b x l x t x density Weight of sheet metal = 2.5x6.5x0.08x7.85 = 10.205 gm. Weight of sheet metal = 2.5x6.5x0.25x1.78 = 7.23125 gm. Figure 7. Load vs. Displacement plot for SMC V. RESULT AND DISCUSSION It was seen from tests and observations that the SMC with 2.5 mm thick sample showed higher load carrying capacity i.e. 39.3 N than that of sheet metal i.e. 22.05 N. It means SMC is having 78% more strength than sheet metal for that specimen. Also the deformation at the maximum load for SMC is less than sheet metal. SMC plate gave high load with 1.37 mm less deformation for that specimen. As a matter of weight reduction, SMC plate is approximately 30% lighter than sheet metal specimen. VI. SUMMARY AND CONCLUSION In this work, the SMC material was studied and tested by both FE as well as experimental methods. The results were compared with sheet metals. Due to various advantages of SMC material, it can replace the traditional sheet metal body parts and this approach was elaborated. When SMC replaced the sheet metal for a specific application, an optimized thickness has to provide to it. This exact thickness was determined by FE ISSN: 2348 8360 www.internationaljournalssrg.org Page 25

analysis on bending test. The base deformation value of sheet metal was determined first i.e. 6.588 mm and for same deformation the SMC sample thickness was selected. This sample thickness was tested experimentally and results were compared with sheet metal result. SMC material provided more strength and less deformation as well as lighter than sheet metal. It is non-corrosive, having high surface finish and can be molded in any shape and sizes. Hence, SMC can be an alternative material for sheet metal for automobile body panels. REFERENCES [1] Martin Fisk, Damage level calculation in SMC composite structures, master s thesis, Lulea University of Technology, Gothenburg, Sweden, 2006. [2] P. Beardmore, C.F. Johnson and G.G. Strosberg, Impact of new materials on Basic manufacturing industries case study: Composite Automobile Structure, Ford Motor co., 1987. [3] NHTSA, Federal Motor Vehicle Safety Standard No. 216 - Roof Crush Resistance. CFR 49 571.216., 1997. [4] George S. Springer, Effects of Temperature and moisture on sheet molding compound, Journal of reinforced plastics and composites, 2, April 1983, 70-89. [5] Sainath A. Waghmare and Prashant D. Deshmukh, Strategic selection of alternative material for automobile roof to improve crashworthiness in rollover accidents, International Journal of Emerging Technology and Advanced Engineering, 4(6), June 2014, 132-138. [6] DIAB knowledge series, Sandwich composites and core materials, core guide, www.diabguide.com. [7] Sarah Boylan, Lisa M. Abrams and Jose M. Castro, Predicting molding forces during sheet molding compound (SMC) compression molding II: Effect of SMC composition, Polymer Composites, 24(6), Dec. 2003, 731-747. ISSN: 2348 8360 www.internationaljournalssrg.org Page 26