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SIMULATION AND ANSYS
LABORATORY –ME6711
S.DHARANI KUMAR
ASSISTANT PROFESSOR
DEPARTMENT OF MECHANICAL
ENGINEERING
Sri Eshwar College of Engineering
INTRODUCTION TO
ANSYS SOFTWARE
Objective
The objective of this introductory course is to teach
ANSYS basics in the following areas:
• ANSYS capabilities,
• ANSYS Interactive (GUI)
• Basic steps of performing a complete ANSYS analysis
• How to build Simple geometric model and Finite Element
Models in ANSYS
• Linear Static Stress Analysis (1D, 2D and 3D)
• Vibration analysis
• Thermal analysis
ANSYS Product Launcher
ANSYS Product Launcher
ANSYS Product Launcher
Current settings
User Prompt info
MAIN MENU
Graphics area
Icon toolbar menu
Utility menu
Input line
Raise/hidden icon
Contact managerCommand window icon
Abbreviation toolbar menu Model control
toolbar
ANSYS capabilities
Steps to be followed
• Preprocessor
• Geometric modeling
• Material modeling
• Element selection
• Discretization
• Loading and boundary conditions
• Selection of solver
• solving
• Viewing the result
Preprocessing
Apply loads and boundary conditions
Cross section for 1D problem and thickness
for 2D problems
Element Selection
Real constants
The calculation of element matrices requires material properties, nodal coordinate and
geometrical parameters. Any data required for the calculation of element matrix that
cannot be determined from the nodal coordinates or material properties are called real
constants
Defining material properties
Defining material properties
Geometric modeling
1. Top down modeling
2. Bottom up modeling
Bottom –up modeling- Starts with key
points, from which lines, areas and
volumes are generated
Top- down modeling-Starts with a definition of volumes
or areas ( Primitives), which are then combined in some
fashion to create the final shape
Geometric modeling
Geometric modeling
Ansys will not allow you to delete or modify a lower order
entity if it is attached to a higher order entity
Geometric modeling
Geometric modeling
Geometric modeling
Geometric modeling
Geometric modeling
Element Selection and types-1D
L
Length is very high compared to height and thickness
Element Selection and types-2D
L
h
Length and height are comparable and thickness is negligible
PLANE STRESS
2D-Plane stress and plane strain
y
x
xy
xy
PLANE STRAIN
1
Slice of
unit
thickness
Element Selection and types-3D
L t
h
L-Length
t-Thickness
h-Height
Length, thickness and height are comparable-3D Elements
Finite element modeling
Bar Beam Truss Frame
Single Member Single member Many members
connected by pin joint
Many members are
connected by welding or
bolting
Take Loads
along the axis
Take loads
perpendicular to axis
Loads are applied at the
joint, can take force
along the axis of the
individual member
Multi force member can
take both axial and
perpendicular loads
One DOF per
node
(Translation)
Two DOF per Node
(Translation,
rotation)
( for 2Dimensional
structure)
Two DOF Per node
(Translation)
( for 2Dimensional
structure)
Three DOF per node
(2 Translation and
one rotation)
( for 2Dimensional
structure)
Frame=Bar /Truss + beam
Finite element modeling-1D
Mouse button –Shortcuts
Mouse button – Entity selection
Graphics operations
Entity Selection
Entity Selection
Entity Selection
ANSYS capabilities
ANSYS FILES
solver
Simulation and analysis  lab theory
Simulation and analysis  lab theory

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Simulation and analysis lab theory