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PRESENTED BY V.GUNASEKARAN MODELING AND FEM ANALYSIS FOR GEAR PLATE HOUSING UNDER THE GUIDANCE OF  Ms. S.SRIDEVI, M.E LECTURER  DEPARTMENT OF MECHANICAL ENGINEERING BHARATHIYAR COLLEGE OF ENGINEERING & TECHNOLOGY  KARAIKAL
ABSTRACT ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
ABSTRACT ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
REQUIREMENTS FOR THE ANALYST The analyst needs certain requirements while designing and assembling the parts of the product. Those requirements are mentioned below. •  Displacement at certain points •  Stress distribution •  Natural frequencies •  Vibrations •  Pressure, Velocity and temperature distribution •  Crack growth, residual strength and fatigue life.
METHODS OF ENGINEERING ANALYSIS There are different approaches to achieve the requirements They are •  Experimental methods •  Analytical methods •  Numerical methods or approximate  methods  
EXPERIMENTAL METHODS In this method, prototypes can be used. If we want to change the dimensions of the prototype, we have to disassemble the entire prototype and reassemble it and then testing should be carried out. It needs man power and materials. So it is time consuming and costly process.
ANALYTICAL METHODS In these methods, problems are expressed by mathematical differential equations. It gives quick and closed form solutions. It is used only for simple geometries and idealized support and loading conditions.
NUMERICAL METHODS Analytical solutions can be obtained only for certain simplified situations. For problems involving complex material properties and boundary conditions, the engineer prefers a numerical method that gives approximate but acceptable solutions.
FUNCTIONAL APPROXIMATION ,[object Object],[object Object]
FINITE DIFFERENCE METHOD (FDM) ,[object Object]
FINITE ELEMENT ANALYSIS ,[object Object]
FINITE ELEMENT PROBLEMS Based on application, the finite element problems are classified as follows: •  Structural problems. •  Non-structural problems.
STRUCTURAL PROBLEMS ,[object Object],NON STRUCTURAL - PROBLEMS ,[object Object]
GENERAL STEPS IN FEA ,[object Object],•  Force Method •  Displacement or stiffness method. In force method, internal forces are considered as the unknowns of the problem. In displacement or stiffness method, displacements of the nodes are considered as the unknowns of the problems.
DIMENSIONAL VIEW OF GEAR PLATE HOUSING
GEAR PLATE HOUSING
GEAR PLATE ASSEMBLY  
PART MODELING ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
PART MODELING Once we can learn how to build a 3D parametric part from a 2D sketch by combining basic and advanced features, such as extrusions, sweeps, cuts, holes, slots, and rounds. Finally, Part Modeling Help provides procedures for modifying part features and resolving failures.
MASS CALCULATIONS From the dimensions of gear plate housing the volume and  mass were calculated Volume of the gear plate housing  =  4.48xl0 6 m 3 Density of wrought iron  = 770 kg/m 3 Weight of the gear plate housing  = 3.45 kg Maximum Tensile stress for wrought iron =  4000 N/mm 2 Compressive stress for wrought iron = 2000 N/mm 2
ANSYS ANSYS is a general-purpose finite element- modeling package for numerically solving a wide variety of mechanical problems. These problems include; static/dynamic structural analysis (both linear and non­linear), heat transfer and fluid problems, as well as acoustic and electro­magnetic problems .
STEPS INVOLVED IN ANSYS Preprocessor Lets the user build the model geometry and assign element types, geometric and material properties. Solution Lets the user select the type of analysis, apply the boundary  conditions to the FE model and invoke the solution process of  the FE equations.
GENERAL  POSTPROCESSOR Lets the user view results obtained in the FE analysis for the  entire model for static or study state analyses. It will also  provide the instantaneous results at selected points in time  for transient and dynamic
RESULT FOR THE EXSISTING MODEL The result has been calculated for the model. MODEL Weight- 3.45 kg  Stress-1541 N/mm 2  It is clear from the results that the stress values are well with in the limits. So the design is under safer condition.  
HYPER MESH ,[object Object]
REMODELLING OF GEAR PLATE HOUSING ,[object Object]
REMODELLED HOUSING
RESULTS FOR THE ANALYSIS MESHED MODEL
CONSTRAINTS AND LOAD CONDITIONS 
DISPLACEMENT
STRESS DISTRIBUTION
RESULT ,[object Object],OLD MODEL  Weight- 3.45 kg  Stress-1541 N/mm 2  NEW MODEL  Weight- 2.77 kg  Stress-1661 N/mm 2
CONCLUSION ,[object Object]
CONCLUSION ,[object Object]
SCOPE FOR THE FUTURE WORK ,[object Object]
THANK YOU

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1

  • 1. PRESENTED BY V.GUNASEKARAN MODELING AND FEM ANALYSIS FOR GEAR PLATE HOUSING UNDER THE GUIDANCE OF Ms. S.SRIDEVI, M.E LECTURER DEPARTMENT OF MECHANICAL ENGINEERING BHARATHIYAR COLLEGE OF ENGINEERING & TECHNOLOGY KARAIKAL
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  • 4. REQUIREMENTS FOR THE ANALYST The analyst needs certain requirements while designing and assembling the parts of the product. Those requirements are mentioned below. • Displacement at certain points • Stress distribution • Natural frequencies • Vibrations • Pressure, Velocity and temperature distribution • Crack growth, residual strength and fatigue life.
  • 5. METHODS OF ENGINEERING ANALYSIS There are different approaches to achieve the requirements They are • Experimental methods • Analytical methods • Numerical methods or approximate methods  
  • 6. EXPERIMENTAL METHODS In this method, prototypes can be used. If we want to change the dimensions of the prototype, we have to disassemble the entire prototype and reassemble it and then testing should be carried out. It needs man power and materials. So it is time consuming and costly process.
  • 7. ANALYTICAL METHODS In these methods, problems are expressed by mathematical differential equations. It gives quick and closed form solutions. It is used only for simple geometries and idealized support and loading conditions.
  • 8. NUMERICAL METHODS Analytical solutions can be obtained only for certain simplified situations. For problems involving complex material properties and boundary conditions, the engineer prefers a numerical method that gives approximate but acceptable solutions.
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  • 12. FINITE ELEMENT PROBLEMS Based on application, the finite element problems are classified as follows: • Structural problems. • Non-structural problems.
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  • 15. DIMENSIONAL VIEW OF GEAR PLATE HOUSING
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  • 19. PART MODELING Once we can learn how to build a 3D parametric part from a 2D sketch by combining basic and advanced features, such as extrusions, sweeps, cuts, holes, slots, and rounds. Finally, Part Modeling Help provides procedures for modifying part features and resolving failures.
  • 20. MASS CALCULATIONS From the dimensions of gear plate housing the volume and mass were calculated Volume of the gear plate housing = 4.48xl0 6 m 3 Density of wrought iron = 770 kg/m 3 Weight of the gear plate housing = 3.45 kg Maximum Tensile stress for wrought iron = 4000 N/mm 2 Compressive stress for wrought iron = 2000 N/mm 2
  • 21. ANSYS ANSYS is a general-purpose finite element- modeling package for numerically solving a wide variety of mechanical problems. These problems include; static/dynamic structural analysis (both linear and non­linear), heat transfer and fluid problems, as well as acoustic and electro­magnetic problems .
  • 22. STEPS INVOLVED IN ANSYS Preprocessor Lets the user build the model geometry and assign element types, geometric and material properties. Solution Lets the user select the type of analysis, apply the boundary conditions to the FE model and invoke the solution process of the FE equations.
  • 23. GENERAL POSTPROCESSOR Lets the user view results obtained in the FE analysis for the entire model for static or study state analyses. It will also provide the instantaneous results at selected points in time for transient and dynamic
  • 24. RESULT FOR THE EXSISTING MODEL The result has been calculated for the model. MODEL Weight- 3.45 kg Stress-1541 N/mm 2 It is clear from the results that the stress values are well with in the limits. So the design is under safer condition.  
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  • 28. RESULTS FOR THE ANALYSIS MESHED MODEL
  • 29. CONSTRAINTS AND LOAD CONDITIONS 
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