SlideShare a Scribd company logo
International Journal of Mechanical Civil and Control Engineering
Vol. 1, Issue. 3, June 2015 ISSN (Online): 2394-8868
19
Structural Analysis of Heteromorphic Hexa Square
Honeycomb Sandwich Panel in Aircraft
J.Saravana Kumar1
,T.Madhan2
,T.Sri Ananda Atreya3
,R.Sriram4
, V.Pandyaraj5,
1,2,3,4
UG scholar,Departmen of Mechanical Engineering, Sri Sairam Engineering College, Chennai, INDIA
5
Assistant Professor,Departmen of Mechanical Engineering, Sri Sairam Engineering College, Chennai, INDIA
Abstract— The honeycomb sandwich structures are formed by
bonding stiff, high strength face layers to core material. The
important advantage of using the sandwich structure in aircrafts
are high stiffness and high strength to weight ratio. The objective
is to develop a modeling approach to predict response of
heteromorphic hexa square sandwich panels under static three
point bending test. Different core materials such as Aluminium,
GFRP (S-glass) and ABS(Acrylonitritile butadiene styrene) are
attempted in advanced finite element software Ansys. Numerical
solutions are also used to verify some of the mechanical
properties such as panel bending stiffness and core shear stress .
Experimental results are also carried out on Aluminium
sandwich panel in three point bending machine and compared
with analytical results.The face sheet material is made of
Aluminium of thickness 1mm each and core material is of
thickness 15mm.
Keywords— hexa square structure, three point bending test,
sandwich panel, honeycomb, core, facesheets.
I. INTRODUCTION
The sandwich structures in aircraft are used mainly
because of high strength to weight ratio which results in less
fuel consumption and imparts corrosion resistance. These
structures are capable of bearing huge impact of energy.A
structural sandwich structure is composed of two thin
facesheets boded between a thick low density core. Hence,
optimum material choice is often obtained according to the
design needs . Various combinations of core and facesheet
materials are utilized by researchers.
The aim of this paper is to understand the mechanical
behavior of sandwich structures with Aluminium facesheets
fabricated by hand lay up technique. For this purpose, three
point bending tests were conducted on Aluminium sandwich
specimen. Constituents of the sandwich structures were tested
by finite element modeling by using ANSYS software.
Fig. 1 Pictureof Sandwich panel.
II. HONEYCOMB SANDWICH PANEL
In honeycomb sandwich structures the bending loads are
carried by the facesheets and the shear loads are taken by the
lightweight core material. The facesheets are strong and stiff
in tension as well as compression while core material
maintains a high moment of inertia. The low density of the
core material results high mechanical properties compared to
the monocoque structures. Therefore, sandwich panels are
proficient in bearing bending loads.
A. Facesheet
In a sandwich structure the facesheets are of different
materials, it can be isotropic, anisotropic or composite
material. Aluminum, fiberglass, graphite and aramid are the
widely used facesheet materials. However, to minimize the
weight of the structure composite facesheets are used.
B. Core
The main component of the sandwich structures is the core
material. The various sandwich constructions depend upon
the type of the core. To maintain the effectiveness of the
sandwich structure the core must be strong enough to resist
the compressive load. The core also must be able to bear the
shear forces involved in it. If the core fails, the mechanical
advantage of structure is lost.
C. Adhesive
Adhesives are used to bond the the faces and the core with
each other. The role of adhesive is to transfer the shear forces
between the faces and the core . The adhesive must withstand
tensile stress as well as shear stress.The adhesive used to bond
the face layer with the core member is Epoxy resin.Epoxies
are polymerizable thermosetting resins . Epoxies are
applicable for use in resins for prepreg materials and structural
adhesives. The advantages of epoxies are high strength and
modulus, low levels of volatiles, excellent adhesion, low
shrinkage, good chemical resistance.
III. HEXA SQUARE STRUCTURE
The aim of this project is to introduce a new structure
known as Heteromorphic hexa square shape in the sandwich
International Journal of Mechanical Civil and Control Engineering
Vol. 1, Issue. 3, June 2015 ISSN (Online): 2394-8868
20
panels.Then,this new structure is analysed using Advanced
finite element software and also experimentally conducted.
Fig. 2 Pictureof hexa square structure.
The dimensions of the square and hexagon are 10.828 mm
and 12 mm.The distance between the adjacent hexagons and
adjacent squares are 12 mm and 10.828 mm.The length,width
and thicknes of the core are 200 mm,50 mm,15 mm while the
film thickness is 2 mm.
The length and width of the facesheet are 200 mm and 50
mm while the thickness is 1 mm each.
IV. DESIGN AND ANALYSIS OF HEXA SQUARE STRUCTURE
The hexa square sandwich panel is analysed using the
Advanced Finite element software known as ANSYS
Workbench 14.0 .The hexa square honeycomb panel is
modeled using the Three point bending test setup . Different
core materials such as Aluminium, GFRP (S-glass) and ABS
(Acrylonitritile butadiene styrene) are attempted while the
face material remains as Aluminium .A Load of 1000 N is
applied to the structure .The Equivalent Stress, Deflection and
shear stress are used to compare the different models to select
the optimum model out of them.
Fig. 3 Picture of the new hexa square honeycomb sandwich panel with
supports.
A. Analysis of Aluminium Model
Aluminium is chosen as the core as well as the face
material .
Fig. 4 Equivalent stress distributionin Aluminium Model .
Fig. 5 Deformationproducedin AluminiumModel .
Fig. 6 Shear stress distributionin Aluminium Model.
B. Analysis of ABS
Acrylonitritile butadiene styrene is chosen as the core
member while the face material is Aluminium.
Fig. 7 Equivalent stress distributionin ABSModel .
International Journal of Mechanical Civil and Control Engineering
Vol. 1, Issue. 3, June 2015 ISSN (Online): 2394-8868
21
Fig. 8 Deformationproducedin ABSModel .
Fig. 9 Shear stress distributionin ABS Model.
C. Analysis of S-glass
S-Glass is chosen as the core member while the face
material is Aluminium.
Fig. 10 Equivalent stress distributionin S-glass Model .
Fig. 11 Deformationproducedin ABSModel .
Fig. 12 Shear stress distributionin ABS Model.
V. EXPERIMENT ON HEXA SQUARE STRUCTURE
The Aluminium Core member is machined using Water Jet
Machining.
Fig. 13 Aluminium Core manufacturedusingWater Jet Machining.
The core member is first applied with epoxy resin on both
sides.Then, the face material is placed on the core member
and are bonded to themby using a press.While pressing a little
wax should be applied on the surface of the face material so
that the bonding does not get affected while removing the
press.
Fig. 14 Hexa square sandwich panel.
The Hexa Square Sandwich panel is placed on the
Universal Testing Machine with a span length of 100 mm.The
load is applied on the roller at the midspan. The maximum
load taken by the Aluminium sample while performing the
test is 7.160 KN.
International Journal of Mechanical Civil and Control Engineering
Vol. 1, Issue. 3, June 2015 ISSN (Online): 2394-8868
22
Fig. 15 Deformedhoneycombsandwich panel.
VI. CONCLUSIONS
Thus we have optimized honeycomb structure and analysed
the hexa square sandwich panel using S-glass ,Aluminium and
ABS as the core material.The emphasis of this study is on
evaluation of deflection and stress response under static three
point bending condition .And then compare the results
obtained using the above materials and to state the best result
.From the analysis done ,it is found that S-glass is the suitable
material as core among the different materials tried as core
members.As well as the hexa square honeycomb offers better
deflection results in ANSYS as compared to the hexagonal
structure of same dimension.
REFERENCES
[1] Yeh WN, Wu YE. “Enhancement of buckling characteristics for
sandwich structure with fiber reinforced composite skins and core
made of aluminum honeycombandpolyurethane foam”.
[2] H. G. Allen, H. G. (1969), “Analysis and Design of Structural
Sandwich Panels”,OxfordNewYork, Pergamon,
[3] Hexcel“Honeycomb sandwich design technology”. Publication No.
AGU 223, Hexcel Co., Ltd., Duxford.
[4] M. Venugopal, S K Maharana, K S Badarinarayan, “ Finite Element
Evaluation of Composite Sandwich Panel Under Static Four Point
BendingLoad”.
[5] Jeom Kee Paik, Anil K. Thayamballi,Gyu Sung Kim “The strength
characteristics of aluminiumhoneycombsandwich panels”.
[6] Nishi P Devadas, G Sunilkumar , Sajeeb R “Finite Element Analysis of
Flat Joints in MetallicHoneycombSandwich Beams”.
[7] Hussanih. Ai-Qarra, “ Finite deflection of sandwich beams and plates
by finite element method”,Journalof EngineeringMechanics.
[8] S. Heimbs, P. Middendorf, M. Maier “Honeycomb Sandwich Material
Modelingfor DynamicSimulations of Aircraft Interior Components”.
[9] Jeom Kee Paik, Anil K. Thayamballi, Gyu Sung Kim “The strength
characteristics of aluminiumhoneycombsandwich panels”.

More Related Content

What's hot

Seismic response of frp strengthened rc frame
Seismic response of frp strengthened rc frameSeismic response of frp strengthened rc frame
Seismic response of frp strengthened rc frame
iaemedu
 
Flexural behavior of composite reinforced concrete t beams cast in steel cha...
Flexural behavior of composite reinforced  concrete t beams cast in steel cha...Flexural behavior of composite reinforced  concrete t beams cast in steel cha...
Flexural behavior of composite reinforced concrete t beams cast in steel cha...
IAEME Publication
 

What's hot (19)

Modelling and Analysis of Hybrid Composite Joint Using Fem in ANSYS
Modelling and Analysis of Hybrid Composite Joint Using Fem in  ANSYSModelling and Analysis of Hybrid Composite Joint Using Fem in  ANSYS
Modelling and Analysis of Hybrid Composite Joint Using Fem in ANSYS
 
Ijciet 10 01_171
Ijciet 10 01_171Ijciet 10 01_171
Ijciet 10 01_171
 
Modelling and Analysis of Hybrid Composite Joint Using Fem in Ansys
Modelling and Analysis of Hybrid Composite Joint Using Fem in AnsysModelling and Analysis of Hybrid Composite Joint Using Fem in Ansys
Modelling and Analysis of Hybrid Composite Joint Using Fem in Ansys
 
K012456697
K012456697K012456697
K012456697
 
NONLINEAR FINITE ELEMENT ANALYSIS FOR REINFORCED CONCRETE SLABS UNDER PUNCHIN...
NONLINEAR FINITE ELEMENT ANALYSIS FOR REINFORCED CONCRETE SLABS UNDER PUNCHIN...NONLINEAR FINITE ELEMENT ANALYSIS FOR REINFORCED CONCRETE SLABS UNDER PUNCHIN...
NONLINEAR FINITE ELEMENT ANALYSIS FOR REINFORCED CONCRETE SLABS UNDER PUNCHIN...
 
Experimental and fea analysis of composite leaf spring by varying thickness
Experimental and fea analysis of composite leaf spring by varying thicknessExperimental and fea analysis of composite leaf spring by varying thickness
Experimental and fea analysis of composite leaf spring by varying thickness
 
Ijciet 10 01_028
Ijciet 10 01_028Ijciet 10 01_028
Ijciet 10 01_028
 
ENHANCED FERROCEMENT JACKETS FOR STRENGTHENING LONG REINFORCED CONCRETE COLUMNS
ENHANCED FERROCEMENT JACKETS FOR STRENGTHENING LONG REINFORCED CONCRETE COLUMNS ENHANCED FERROCEMENT JACKETS FOR STRENGTHENING LONG REINFORCED CONCRETE COLUMNS
ENHANCED FERROCEMENT JACKETS FOR STRENGTHENING LONG REINFORCED CONCRETE COLUMNS
 
Finite Elements Modeling and Analysis of Double Skin Composite Plates
Finite Elements Modeling and Analysis of Double Skin Composite PlatesFinite Elements Modeling and Analysis of Double Skin Composite Plates
Finite Elements Modeling and Analysis of Double Skin Composite Plates
 
Seismic response of frp strengthened rc frame
Seismic response of frp strengthened rc frameSeismic response of frp strengthened rc frame
Seismic response of frp strengthened rc frame
 
STRENGTHENING OF NORMAL AND HIGH STRENGTH CONCRETE CORBELS WITH HORIZONTAL AN...
STRENGTHENING OF NORMAL AND HIGH STRENGTH CONCRETE CORBELS WITH HORIZONTAL AN...STRENGTHENING OF NORMAL AND HIGH STRENGTH CONCRETE CORBELS WITH HORIZONTAL AN...
STRENGTHENING OF NORMAL AND HIGH STRENGTH CONCRETE CORBELS WITH HORIZONTAL AN...
 
Drive shaft by using composite material
Drive shaft by using composite materialDrive shaft by using composite material
Drive shaft by using composite material
 
Ijetr011950
Ijetr011950Ijetr011950
Ijetr011950
 
An analytical and experimental study of concrete encased column
An analytical and experimental study of concrete encased columnAn analytical and experimental study of concrete encased column
An analytical and experimental study of concrete encased column
 
Flexural behavior of composite reinforced concrete t beams cast in steel cha...
Flexural behavior of composite reinforced  concrete t beams cast in steel cha...Flexural behavior of composite reinforced  concrete t beams cast in steel cha...
Flexural behavior of composite reinforced concrete t beams cast in steel cha...
 
Ijciet 06 10_003
Ijciet 06 10_003Ijciet 06 10_003
Ijciet 06 10_003
 
Analysis of Concrete Filled Double Skin Steel Tube (CFDST) column with FRP wr...
Analysis of Concrete Filled Double Skin Steel Tube (CFDST) column with FRP wr...Analysis of Concrete Filled Double Skin Steel Tube (CFDST) column with FRP wr...
Analysis of Concrete Filled Double Skin Steel Tube (CFDST) column with FRP wr...
 
Flexure Behaviour of Ferrocement Strengthened RC beams
Flexure Behaviour of Ferrocement Strengthened RC beamsFlexure Behaviour of Ferrocement Strengthened RC beams
Flexure Behaviour of Ferrocement Strengthened RC beams
 
Behavior Of Castellated Composite Beam Subjected To Cyclic Loads
Behavior Of Castellated Composite Beam Subjected To Cyclic LoadsBehavior Of Castellated Composite Beam Subjected To Cyclic Loads
Behavior Of Castellated Composite Beam Subjected To Cyclic Loads
 

Viewers also liked (11)

Demeass Iv D Alessandro
Demeass Iv   D AlessandroDemeass Iv   D Alessandro
Demeass Iv D Alessandro
 
Base UFH Brochure 2016
Base UFH Brochure 2016Base UFH Brochure 2016
Base UFH Brochure 2016
 
Tech_Brochure_Cladding_Remake_Booklet_LQ_Email
Tech_Brochure_Cladding_Remake_Booklet_LQ_EmailTech_Brochure_Cladding_Remake_Booklet_LQ_Email
Tech_Brochure_Cladding_Remake_Booklet_LQ_Email
 
Honeycomb Carbon Materials
Honeycomb  Carbon MaterialsHoneycomb  Carbon Materials
Honeycomb Carbon Materials
 
Sandwichpanel pptSandwich Puf Panels Manufacturers
Sandwichpanel pptSandwich Puf Panels ManufacturersSandwichpanel pptSandwich Puf Panels Manufacturers
Sandwichpanel pptSandwich Puf Panels Manufacturers
 
Aluminium composite panel
Aluminium composite panelAluminium composite panel
Aluminium composite panel
 
Acp
AcpAcp
Acp
 
5M presentation 2015
5M presentation 20155M presentation 2015
5M presentation 2015
 
Sandwich panels
Sandwich panelsSandwich panels
Sandwich panels
 
Sound insulation materials
Sound insulation materials Sound insulation materials
Sound insulation materials
 
Heat & sound insulation
Heat & sound insulationHeat & sound insulation
Heat & sound insulation
 

Similar to Iisrt saravana kumar

IMPACT ANALYSIS OF ALUMINUM HONEYCOMB SANDWICH PANEL BUMPER BEAM: A REVIEW
IMPACT ANALYSIS OF ALUMINUM HONEYCOMB SANDWICH PANEL BUMPER BEAM: A REVIEW IMPACT ANALYSIS OF ALUMINUM HONEYCOMB SANDWICH PANEL BUMPER BEAM: A REVIEW
IMPACT ANALYSIS OF ALUMINUM HONEYCOMB SANDWICH PANEL BUMPER BEAM: A REVIEW
ijiert bestjournal
 
ANALYSIS AND SIZE OPTIMIZATION OF COMPOSITE LEAF SPRING USING FEA
ANALYSIS AND SIZE OPTIMIZATION OF COMPOSITE LEAF SPRING USING FEAANALYSIS AND SIZE OPTIMIZATION OF COMPOSITE LEAF SPRING USING FEA
ANALYSIS AND SIZE OPTIMIZATION OF COMPOSITE LEAF SPRING USING FEA
Amit Kotadiya
 
Ak2418751879
Ak2418751879Ak2418751879
Ak2418751879
IJMER
 
Non Linear Analysis of Composite Beam Slab Junction with Shear Connectors usi...
Non Linear Analysis of Composite Beam Slab Junction with Shear Connectors usi...Non Linear Analysis of Composite Beam Slab Junction with Shear Connectors usi...
Non Linear Analysis of Composite Beam Slab Junction with Shear Connectors usi...
inventionjournals
 

Similar to Iisrt saravana kumar (20)

IRJET- Study Analysis of Metal Bending in a Sheet Metal using Finite Elem...
IRJET-  	  Study Analysis of Metal Bending in a Sheet Metal using Finite Elem...IRJET-  	  Study Analysis of Metal Bending in a Sheet Metal using Finite Elem...
IRJET- Study Analysis of Metal Bending in a Sheet Metal using Finite Elem...
 
IMPACT ANALYSIS OF ALUMINUM HONEYCOMB SANDWICH PANEL BUMPER BEAM: A REVIEW
IMPACT ANALYSIS OF ALUMINUM HONEYCOMB SANDWICH PANEL BUMPER BEAM: A REVIEW IMPACT ANALYSIS OF ALUMINUM HONEYCOMB SANDWICH PANEL BUMPER BEAM: A REVIEW
IMPACT ANALYSIS OF ALUMINUM HONEYCOMB SANDWICH PANEL BUMPER BEAM: A REVIEW
 
Finite Element Analysis of honeycomb using Abaqus
Finite Element Analysis of honeycomb using AbaqusFinite Element Analysis of honeycomb using Abaqus
Finite Element Analysis of honeycomb using Abaqus
 
ANALYSIS AND SIZE OPTIMIZATION OF COMPOSITE LEAF SPRING USING FEA
ANALYSIS AND SIZE OPTIMIZATION OF COMPOSITE LEAF SPRING USING FEAANALYSIS AND SIZE OPTIMIZATION OF COMPOSITE LEAF SPRING USING FEA
ANALYSIS AND SIZE OPTIMIZATION OF COMPOSITE LEAF SPRING USING FEA
 
F012613442
F012613442F012613442
F012613442
 
IRJET- Fea & Experimental Analysis of Three Point Bending Test of Thin Walled...
IRJET- Fea & Experimental Analysis of Three Point Bending Test of Thin Walled...IRJET- Fea & Experimental Analysis of Three Point Bending Test of Thin Walled...
IRJET- Fea & Experimental Analysis of Three Point Bending Test of Thin Walled...
 
Analysis of Glass Epoxy Reinforced Monolithic Leaf Spring
Analysis of Glass Epoxy Reinforced Monolithic Leaf SpringAnalysis of Glass Epoxy Reinforced Monolithic Leaf Spring
Analysis of Glass Epoxy Reinforced Monolithic Leaf Spring
 
H041124859
H041124859H041124859
H041124859
 
Bending moment of galvanized iron glass fiber sandwich panel
Bending moment of galvanized iron glass fiber sandwich panelBending moment of galvanized iron glass fiber sandwich panel
Bending moment of galvanized iron glass fiber sandwich panel
 
Energy Absorption Characteristics of Thin Walled Metallic and Foam Filled Tub...
Energy Absorption Characteristics of Thin Walled Metallic and Foam Filled Tub...Energy Absorption Characteristics of Thin Walled Metallic and Foam Filled Tub...
Energy Absorption Characteristics of Thin Walled Metallic and Foam Filled Tub...
 
Axial Crushing of Aluminum Honey Comb Under Dynamic Loading Condition
Axial Crushing of Aluminum Honey Comb Under Dynamic Loading ConditionAxial Crushing of Aluminum Honey Comb Under Dynamic Loading Condition
Axial Crushing of Aluminum Honey Comb Under Dynamic Loading Condition
 
Ijett v67 i12p205
Ijett v67 i12p205Ijett v67 i12p205
Ijett v67 i12p205
 
smart structures.ppt
smart structures.pptsmart structures.ppt
smart structures.ppt
 
Ak2418751879
Ak2418751879Ak2418751879
Ak2418751879
 
Investigation on Behaviour of Cold Formed Deep Joist Channel Section
Investigation on Behaviour of Cold Formed Deep Joist Channel SectionInvestigation on Behaviour of Cold Formed Deep Joist Channel Section
Investigation on Behaviour of Cold Formed Deep Joist Channel Section
 
Crash Analysis And Design of Multi-Cell Octagonal S-Shape Members Under Axial...
Crash Analysis And Design of Multi-Cell Octagonal S-Shape Members Under Axial...Crash Analysis And Design of Multi-Cell Octagonal S-Shape Members Under Axial...
Crash Analysis And Design of Multi-Cell Octagonal S-Shape Members Under Axial...
 
Modeling and Analysis of Bracket Assembly in Aerospace Industry
Modeling and Analysis of Bracket Assembly in Aerospace IndustryModeling and Analysis of Bracket Assembly in Aerospace Industry
Modeling and Analysis of Bracket Assembly in Aerospace Industry
 
Modeling and Analysis of Bracket Assembly in Aerospace Industry
Modeling and Analysis of Bracket Assembly in Aerospace IndustryModeling and Analysis of Bracket Assembly in Aerospace Industry
Modeling and Analysis of Bracket Assembly in Aerospace Industry
 
Non Linear Analysis of Composite Beam Slab Junction with Shear Connectors usi...
Non Linear Analysis of Composite Beam Slab Junction with Shear Connectors usi...Non Linear Analysis of Composite Beam Slab Junction with Shear Connectors usi...
Non Linear Analysis of Composite Beam Slab Junction with Shear Connectors usi...
 
ANALYSIS AND EXPERIMENTAL STUDY ON STRENGTH AND BEHAVIOUR OF EXTERIOR BEAM-CO...
ANALYSIS AND EXPERIMENTAL STUDY ON STRENGTH AND BEHAVIOUR OF EXTERIOR BEAM-CO...ANALYSIS AND EXPERIMENTAL STUDY ON STRENGTH AND BEHAVIOUR OF EXTERIOR BEAM-CO...
ANALYSIS AND EXPERIMENTAL STUDY ON STRENGTH AND BEHAVIOUR OF EXTERIOR BEAM-CO...
 

More from IISRT

Iisrt vincent raj (mech)
Iisrt vincent raj (mech)Iisrt vincent raj (mech)
Iisrt vincent raj (mech)
IISRT
 
Iisrt sibi kumar (mech)
Iisrt sibi kumar (mech)Iisrt sibi kumar (mech)
Iisrt sibi kumar (mech)
IISRT
 
Iisrt settu ravichandran (civil)
Iisrt settu ravichandran (civil)Iisrt settu ravichandran (civil)
Iisrt settu ravichandran (civil)
IISRT
 
Iisrt prithvi elango (civil)
Iisrt prithvi elango (civil)Iisrt prithvi elango (civil)
Iisrt prithvi elango (civil)
IISRT
 
Iisrt khalid ahmed gour (civil)
Iisrt khalid ahmed gour (civil)Iisrt khalid ahmed gour (civil)
Iisrt khalid ahmed gour (civil)
IISRT
 
Iisrt siddharth prabhu (electrical)
Iisrt siddharth prabhu (electrical)Iisrt siddharth prabhu (electrical)
Iisrt siddharth prabhu (electrical)
IISRT
 
Iisrt shiny navya (electrical)
Iisrt shiny navya (electrical)Iisrt shiny navya (electrical)
Iisrt shiny navya (electrical)
IISRT
 
eIisrt arutselvi (electrical)
eIisrt arutselvi (electrical)eIisrt arutselvi (electrical)
eIisrt arutselvi (electrical)
IISRT
 
Iisrt anjana francis (ec)
Iisrt anjana francis (ec)Iisrt anjana francis (ec)
Iisrt anjana francis (ec)
IISRT
 
Iisrt zzz satyabrata khatua
Iisrt zzz satyabrata khatuaIisrt zzz satyabrata khatua
Iisrt zzz satyabrata khatua
IISRT
 

More from IISRT (20)

Iisrt z mahantaesh tr
Iisrt z mahantaesh trIisrt z mahantaesh tr
Iisrt z mahantaesh tr
 
Iisrt z abhijit devaraj
Iisrt z abhijit devarajIisrt z abhijit devaraj
Iisrt z abhijit devaraj
 
Iisrt sohan sontakke
Iisrt sohan sontakkeIisrt sohan sontakke
Iisrt sohan sontakke
 
Iisrt karthik subramanian
Iisrt karthik subramanianIisrt karthik subramanian
Iisrt karthik subramanian
 
Iisrt akshata ht
Iisrt akshata htIisrt akshata ht
Iisrt akshata ht
 
Iisrt seedha devi (networks)
Iisrt seedha devi (networks)Iisrt seedha devi (networks)
Iisrt seedha devi (networks)
 
Iisrt komathi krishna (networks)
Iisrt komathi krishna (networks)Iisrt komathi krishna (networks)
Iisrt komathi krishna (networks)
 
Iisrt divya nagaraj (networks)
Iisrt divya nagaraj (networks)Iisrt divya nagaraj (networks)
Iisrt divya nagaraj (networks)
 
Iisrt arunkumar b (networks)
Iisrt arunkumar b (networks)Iisrt arunkumar b (networks)
Iisrt arunkumar b (networks)
 
Iisrt aarthi ravindran (networks)
Iisrt aarthi ravindran (networks)Iisrt aarthi ravindran (networks)
Iisrt aarthi ravindran (networks)
 
Iisrt vincent raj (mech)
Iisrt vincent raj (mech)Iisrt vincent raj (mech)
Iisrt vincent raj (mech)
 
Iisrt sibi kumar (mech)
Iisrt sibi kumar (mech)Iisrt sibi kumar (mech)
Iisrt sibi kumar (mech)
 
Iisrt settu ravichandran (civil)
Iisrt settu ravichandran (civil)Iisrt settu ravichandran (civil)
Iisrt settu ravichandran (civil)
 
Iisrt prithvi elango (civil)
Iisrt prithvi elango (civil)Iisrt prithvi elango (civil)
Iisrt prithvi elango (civil)
 
Iisrt khalid ahmed gour (civil)
Iisrt khalid ahmed gour (civil)Iisrt khalid ahmed gour (civil)
Iisrt khalid ahmed gour (civil)
 
Iisrt siddharth prabhu (electrical)
Iisrt siddharth prabhu (electrical)Iisrt siddharth prabhu (electrical)
Iisrt siddharth prabhu (electrical)
 
Iisrt shiny navya (electrical)
Iisrt shiny navya (electrical)Iisrt shiny navya (electrical)
Iisrt shiny navya (electrical)
 
eIisrt arutselvi (electrical)
eIisrt arutselvi (electrical)eIisrt arutselvi (electrical)
eIisrt arutselvi (electrical)
 
Iisrt anjana francis (ec)
Iisrt anjana francis (ec)Iisrt anjana francis (ec)
Iisrt anjana francis (ec)
 
Iisrt zzz satyabrata khatua
Iisrt zzz satyabrata khatuaIisrt zzz satyabrata khatua
Iisrt zzz satyabrata khatua
 

Recently uploaded

RS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
RS Khurmi Machine Design Clutch and Brake Exercise Numerical SolutionsRS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
RS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
Atif Razi
 
Hall booking system project report .pdf
Hall booking system project report  .pdfHall booking system project report  .pdf
Hall booking system project report .pdf
Kamal Acharya
 
Digital Signal Processing Lecture notes n.pdf
Digital Signal Processing Lecture notes n.pdfDigital Signal Processing Lecture notes n.pdf
Digital Signal Processing Lecture notes n.pdf
AbrahamGadissa
 

Recently uploaded (20)

Introduction to Machine Learning Unit-5 Notes for II-II Mechanical Engineering
Introduction to Machine Learning Unit-5 Notes for II-II Mechanical EngineeringIntroduction to Machine Learning Unit-5 Notes for II-II Mechanical Engineering
Introduction to Machine Learning Unit-5 Notes for II-II Mechanical Engineering
 
Event Management System Vb Net Project Report.pdf
Event Management System Vb Net  Project Report.pdfEvent Management System Vb Net  Project Report.pdf
Event Management System Vb Net Project Report.pdf
 
Construction method of steel structure space frame .pptx
Construction method of steel structure space frame .pptxConstruction method of steel structure space frame .pptx
Construction method of steel structure space frame .pptx
 
İTÜ CAD and Reverse Engineering Workshop
İTÜ CAD and Reverse Engineering WorkshopİTÜ CAD and Reverse Engineering Workshop
İTÜ CAD and Reverse Engineering Workshop
 
HYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generationHYDROPOWER - Hydroelectric power generation
HYDROPOWER - Hydroelectric power generation
 
ONLINE CAR SERVICING SYSTEM PROJECT REPORT.pdf
ONLINE CAR SERVICING SYSTEM PROJECT REPORT.pdfONLINE CAR SERVICING SYSTEM PROJECT REPORT.pdf
ONLINE CAR SERVICING SYSTEM PROJECT REPORT.pdf
 
NO1 Pandit Black Magic Removal in Uk kala jadu Specialist kala jadu for Love ...
NO1 Pandit Black Magic Removal in Uk kala jadu Specialist kala jadu for Love ...NO1 Pandit Black Magic Removal in Uk kala jadu Specialist kala jadu for Love ...
NO1 Pandit Black Magic Removal in Uk kala jadu Specialist kala jadu for Love ...
 
Online resume builder management system project report.pdf
Online resume builder management system project report.pdfOnline resume builder management system project report.pdf
Online resume builder management system project report.pdf
 
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and Clustering
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and ClusteringKIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and Clustering
KIT-601 Lecture Notes-UNIT-4.pdf Frequent Itemsets and Clustering
 
Halogenation process of chemical process industries
Halogenation process of chemical process industriesHalogenation process of chemical process industries
Halogenation process of chemical process industries
 
Peek implant persentation - Copy (1).pdf
Peek implant persentation - Copy (1).pdfPeek implant persentation - Copy (1).pdf
Peek implant persentation - Copy (1).pdf
 
Scaling in conventional MOSFET for constant electric field and constant voltage
Scaling in conventional MOSFET for constant electric field and constant voltageScaling in conventional MOSFET for constant electric field and constant voltage
Scaling in conventional MOSFET for constant electric field and constant voltage
 
Natalia Rutkowska - BIM School Course in Kraków
Natalia Rutkowska - BIM School Course in KrakówNatalia Rutkowska - BIM School Course in Kraków
Natalia Rutkowska - BIM School Course in Kraków
 
RS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
RS Khurmi Machine Design Clutch and Brake Exercise Numerical SolutionsRS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
RS Khurmi Machine Design Clutch and Brake Exercise Numerical Solutions
 
Hall booking system project report .pdf
Hall booking system project report  .pdfHall booking system project report  .pdf
Hall booking system project report .pdf
 
ASME IX(9) 2007 Full Version .pdf
ASME IX(9)  2007 Full Version       .pdfASME IX(9)  2007 Full Version       .pdf
ASME IX(9) 2007 Full Version .pdf
 
AI for workflow automation Use cases applications benefits and development.pdf
AI for workflow automation Use cases applications benefits and development.pdfAI for workflow automation Use cases applications benefits and development.pdf
AI for workflow automation Use cases applications benefits and development.pdf
 
shape functions of 1D and 2 D rectangular elements.pptx
shape functions of 1D and 2 D rectangular elements.pptxshape functions of 1D and 2 D rectangular elements.pptx
shape functions of 1D and 2 D rectangular elements.pptx
 
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...
NO1 Pandit Amil Baba In Bahawalpur, Sargodha, Sialkot, Sheikhupura, Rahim Yar...
 
Digital Signal Processing Lecture notes n.pdf
Digital Signal Processing Lecture notes n.pdfDigital Signal Processing Lecture notes n.pdf
Digital Signal Processing Lecture notes n.pdf
 

Iisrt saravana kumar

  • 1. International Journal of Mechanical Civil and Control Engineering Vol. 1, Issue. 3, June 2015 ISSN (Online): 2394-8868 19 Structural Analysis of Heteromorphic Hexa Square Honeycomb Sandwich Panel in Aircraft J.Saravana Kumar1 ,T.Madhan2 ,T.Sri Ananda Atreya3 ,R.Sriram4 , V.Pandyaraj5, 1,2,3,4 UG scholar,Departmen of Mechanical Engineering, Sri Sairam Engineering College, Chennai, INDIA 5 Assistant Professor,Departmen of Mechanical Engineering, Sri Sairam Engineering College, Chennai, INDIA Abstract— The honeycomb sandwich structures are formed by bonding stiff, high strength face layers to core material. The important advantage of using the sandwich structure in aircrafts are high stiffness and high strength to weight ratio. The objective is to develop a modeling approach to predict response of heteromorphic hexa square sandwich panels under static three point bending test. Different core materials such as Aluminium, GFRP (S-glass) and ABS(Acrylonitritile butadiene styrene) are attempted in advanced finite element software Ansys. Numerical solutions are also used to verify some of the mechanical properties such as panel bending stiffness and core shear stress . Experimental results are also carried out on Aluminium sandwich panel in three point bending machine and compared with analytical results.The face sheet material is made of Aluminium of thickness 1mm each and core material is of thickness 15mm. Keywords— hexa square structure, three point bending test, sandwich panel, honeycomb, core, facesheets. I. INTRODUCTION The sandwich structures in aircraft are used mainly because of high strength to weight ratio which results in less fuel consumption and imparts corrosion resistance. These structures are capable of bearing huge impact of energy.A structural sandwich structure is composed of two thin facesheets boded between a thick low density core. Hence, optimum material choice is often obtained according to the design needs . Various combinations of core and facesheet materials are utilized by researchers. The aim of this paper is to understand the mechanical behavior of sandwich structures with Aluminium facesheets fabricated by hand lay up technique. For this purpose, three point bending tests were conducted on Aluminium sandwich specimen. Constituents of the sandwich structures were tested by finite element modeling by using ANSYS software. Fig. 1 Pictureof Sandwich panel. II. HONEYCOMB SANDWICH PANEL In honeycomb sandwich structures the bending loads are carried by the facesheets and the shear loads are taken by the lightweight core material. The facesheets are strong and stiff in tension as well as compression while core material maintains a high moment of inertia. The low density of the core material results high mechanical properties compared to the monocoque structures. Therefore, sandwich panels are proficient in bearing bending loads. A. Facesheet In a sandwich structure the facesheets are of different materials, it can be isotropic, anisotropic or composite material. Aluminum, fiberglass, graphite and aramid are the widely used facesheet materials. However, to minimize the weight of the structure composite facesheets are used. B. Core The main component of the sandwich structures is the core material. The various sandwich constructions depend upon the type of the core. To maintain the effectiveness of the sandwich structure the core must be strong enough to resist the compressive load. The core also must be able to bear the shear forces involved in it. If the core fails, the mechanical advantage of structure is lost. C. Adhesive Adhesives are used to bond the the faces and the core with each other. The role of adhesive is to transfer the shear forces between the faces and the core . The adhesive must withstand tensile stress as well as shear stress.The adhesive used to bond the face layer with the core member is Epoxy resin.Epoxies are polymerizable thermosetting resins . Epoxies are applicable for use in resins for prepreg materials and structural adhesives. The advantages of epoxies are high strength and modulus, low levels of volatiles, excellent adhesion, low shrinkage, good chemical resistance. III. HEXA SQUARE STRUCTURE The aim of this project is to introduce a new structure known as Heteromorphic hexa square shape in the sandwich
  • 2. International Journal of Mechanical Civil and Control Engineering Vol. 1, Issue. 3, June 2015 ISSN (Online): 2394-8868 20 panels.Then,this new structure is analysed using Advanced finite element software and also experimentally conducted. Fig. 2 Pictureof hexa square structure. The dimensions of the square and hexagon are 10.828 mm and 12 mm.The distance between the adjacent hexagons and adjacent squares are 12 mm and 10.828 mm.The length,width and thicknes of the core are 200 mm,50 mm,15 mm while the film thickness is 2 mm. The length and width of the facesheet are 200 mm and 50 mm while the thickness is 1 mm each. IV. DESIGN AND ANALYSIS OF HEXA SQUARE STRUCTURE The hexa square sandwich panel is analysed using the Advanced Finite element software known as ANSYS Workbench 14.0 .The hexa square honeycomb panel is modeled using the Three point bending test setup . Different core materials such as Aluminium, GFRP (S-glass) and ABS (Acrylonitritile butadiene styrene) are attempted while the face material remains as Aluminium .A Load of 1000 N is applied to the structure .The Equivalent Stress, Deflection and shear stress are used to compare the different models to select the optimum model out of them. Fig. 3 Picture of the new hexa square honeycomb sandwich panel with supports. A. Analysis of Aluminium Model Aluminium is chosen as the core as well as the face material . Fig. 4 Equivalent stress distributionin Aluminium Model . Fig. 5 Deformationproducedin AluminiumModel . Fig. 6 Shear stress distributionin Aluminium Model. B. Analysis of ABS Acrylonitritile butadiene styrene is chosen as the core member while the face material is Aluminium. Fig. 7 Equivalent stress distributionin ABSModel .
  • 3. International Journal of Mechanical Civil and Control Engineering Vol. 1, Issue. 3, June 2015 ISSN (Online): 2394-8868 21 Fig. 8 Deformationproducedin ABSModel . Fig. 9 Shear stress distributionin ABS Model. C. Analysis of S-glass S-Glass is chosen as the core member while the face material is Aluminium. Fig. 10 Equivalent stress distributionin S-glass Model . Fig. 11 Deformationproducedin ABSModel . Fig. 12 Shear stress distributionin ABS Model. V. EXPERIMENT ON HEXA SQUARE STRUCTURE The Aluminium Core member is machined using Water Jet Machining. Fig. 13 Aluminium Core manufacturedusingWater Jet Machining. The core member is first applied with epoxy resin on both sides.Then, the face material is placed on the core member and are bonded to themby using a press.While pressing a little wax should be applied on the surface of the face material so that the bonding does not get affected while removing the press. Fig. 14 Hexa square sandwich panel. The Hexa Square Sandwich panel is placed on the Universal Testing Machine with a span length of 100 mm.The load is applied on the roller at the midspan. The maximum load taken by the Aluminium sample while performing the test is 7.160 KN.
  • 4. International Journal of Mechanical Civil and Control Engineering Vol. 1, Issue. 3, June 2015 ISSN (Online): 2394-8868 22 Fig. 15 Deformedhoneycombsandwich panel. VI. CONCLUSIONS Thus we have optimized honeycomb structure and analysed the hexa square sandwich panel using S-glass ,Aluminium and ABS as the core material.The emphasis of this study is on evaluation of deflection and stress response under static three point bending condition .And then compare the results obtained using the above materials and to state the best result .From the analysis done ,it is found that S-glass is the suitable material as core among the different materials tried as core members.As well as the hexa square honeycomb offers better deflection results in ANSYS as compared to the hexagonal structure of same dimension. REFERENCES [1] Yeh WN, Wu YE. “Enhancement of buckling characteristics for sandwich structure with fiber reinforced composite skins and core made of aluminum honeycombandpolyurethane foam”. [2] H. G. Allen, H. G. (1969), “Analysis and Design of Structural Sandwich Panels”,OxfordNewYork, Pergamon, [3] Hexcel“Honeycomb sandwich design technology”. Publication No. AGU 223, Hexcel Co., Ltd., Duxford. [4] M. Venugopal, S K Maharana, K S Badarinarayan, “ Finite Element Evaluation of Composite Sandwich Panel Under Static Four Point BendingLoad”. [5] Jeom Kee Paik, Anil K. Thayamballi,Gyu Sung Kim “The strength characteristics of aluminiumhoneycombsandwich panels”. [6] Nishi P Devadas, G Sunilkumar , Sajeeb R “Finite Element Analysis of Flat Joints in MetallicHoneycombSandwich Beams”. [7] Hussanih. Ai-Qarra, “ Finite deflection of sandwich beams and plates by finite element method”,Journalof EngineeringMechanics. [8] S. Heimbs, P. Middendorf, M. Maier “Honeycomb Sandwich Material Modelingfor DynamicSimulations of Aircraft Interior Components”. [9] Jeom Kee Paik, Anil K. Thayamballi, Gyu Sung Kim “The strength characteristics of aluminiumhoneycombsandwich panels”.