More Related Content Similar to CAE Session.pptx (20) 1. A
Presentation on
Computer Aided Engineering (302050)
Department of Mechanical Engineering
Pimpri Chinchwad Education Trust’s
Pimpri Chinchwad College of Engineering & Research
Ravet
Presented by:
Prof. Pradeep Gaikwad
Academic Year 2022-23
SEM - II
2. Pre-requisites
05/17/2023 ©PCCOE&R, Ravet, Pune 2
FE SE TE BE
Subject
Name
Basic Physics /
Engineering
mechanics
Basic
Mechanical
Engineering
FPL
Mathematics
Thermo
Fluid
Mechanics
Power Plant
Engineering
Finite
Elements
Analysis
CAD CAM
Automation
Heat Transfer
Design of
Machine
Elements
Numerical
Methods
CAE
Solid
Mechanics
3. Teaching and Examination Scheme
B. E. Mechanical Engineering
Teaching Faculties (2021-22):
• Prof. Pradeep Gaikwad (8hr Th + 12hr Pr)
• Mrs. Bhagyashree Bhosale (Lab Assistant )
Examination Scheme:
• Theory Paper(IN-SEM) : 30 Marks
• Theory Paper(END-SEM) : 70 Marks
• Practical: 50 Marks
5/17/2023 ©PCCOE&R, Ravet, Pune 3
4. Syllabus
5/17/2023 ©PCCOE&R, Ravet, Pune 4
Sr.No Contents
01
Elemental Properties
C302050.1- DEFINE the use of CAE tools and DESCRIBE the
significance of shape functions in finite element formulations.
(BT-1,2)
02 Meshing Techniques
03 1D Finite Element Analysis
04 2D Finite Element Analysis
05 Non-Linear and Dynamic Analysis
06 Applications of Computer Aided Engineering
20. Difference between Continuum Method
and FEM
5/17/2023 ©PCCOE&R, Ravet, Pune 20
No Continuum Method FEM
01 Analytical Method Numerical Method
02 Simple Problems Complex Problems
03 Linear Problems Non-linear Problems
04 Solution for entire body Solution for each node and element
05
Anisotropy and non-
homogeneity can not be handled
Anisotropy and non-homogeneity can
be handled
06 Method is complex Simple as software package is used
21. Difference between FDM and FEM
5/17/2023 ©PCCOE&R, Ravet, Pune 21
No FDM FEM
01
Point wise approximation.
Ensures continuity at only nodes
Piece wise approximation. Ensures
continuity at nodes elements
02
Solution can be obtained only at
the nodes
Solution can be obtained at the nodes
as well as at any point within the field
using shape function
03
Need more number of nodes to
get good results
Need lesser number of nodes to get
good results
04 Simple Problems Complex Problems
05
Stair case approximation for
boundary slopes
Considers boundary as it is
22. Finite Element Terminology
5/17/2023 ©PCCOE&R, Ravet, Pune 22
Terminolgy:
Continuum or Domain
Nodes
Element
Degree of Freedom
Load or Forces
Point Load
Body Force
Surface / traction Force
Constraints
26. General FEM Procedure
5/17/2023 ©PCCOE&R, Ravet, Pune 26
Step II : Selection of Displacement model
Polynomial Displacement Function
Trigonometric Displacement Function
Governing Conditions of Displacement Model
(1) Type and order of function
(2) Specific magnitude of displacement at nodes
(3) Convergence
27. General FEM Procedure
5/17/2023 ©PCCOE&R, Ravet, Pune 27
Step III : Derivation of Elemental Stiffness matrices and
load Vectors
[Ke] {qe} = {fe}
Where, [Ke] = Elemental Stiffness Matrix,
{qe} = Elemental Displacement Vector,
{fe} = Elemental Force or Load Vector
28. General FEM Procedure
5/17/2023 ©PCCOE&R, Ravet, Pune 28
Step IV : Assemblage of Elemental Equations to Obtain
Global Equilibrium Equations
[K] {Q} = {F}
Where, [K] = Global Stiffness Matrix,
{Q} = Global Displacement Vector,
{F} = Global Force or Load Vector
29. General FEM Procedure
5/17/2023 ©PCCOE&R, Ravet, Pune 29
Step V : Application of Boundary Conditions
Elimination Method
Penalty Method
Multipoint Constraint Method
30. General FEM Procedure
5/17/2023 ©PCCOE&R, Ravet, Pune 30
Step VI : To Determine the Unknown Parameters
Nodal Displacement
Elemental Strains
Elemental Stresses
Temperature
31. Preprocessor, Processor & Postprocessor
5/17/2023 ©PCCOE&R, Ravet, Pune 31
Preprocessor involves following Steps :
Choose discipline
eg. Structural, Thermal, Fluid, Electromagnetics etc.
Choose suitable element from library (NAFEMS)
Assign material & geometric properties
Construction of geometric model and importing
Discretization or meshing and mesh refinement
Application of boundary condition and loading
32. Preprocessor, Processor & Postprocessor
5/17/2023 ©PCCOE&R, Ravet, Pune 32
Processor solver involves following Steps :
Program calls governing equations from model and solves for
primary quantities.
Governing equations are assembled into matrix form and
solved numerically.
Type of process depends upon type of analysis eg. Static or
dynamic, element type, material properties and boundary
conditions.
33. Preprocessor, Processor & Postprocessor
5/17/2023 ©PCCOE&R, Ravet, Pune 33
Postprocessor involves following Steps :
Reading results in tabular or graphical form.
Judge whether FEM result makes any sense of physical
meaning.
Comparison of results.
Error estimation and authenticity.
34. Applications
5/17/2023 ©PCCOE&R, Ravet, Pune 34
Equilibrium Problems and Propagation Problems
Aerospace Engineering
Automotive Engineering
Biomedical Engineering
Civil Engineering
Electrical Engineering
Hydraulic Engineering
Mechanical Engineering
Nuclear Engineering
36. Types of Error Estimation
5/17/2023 ©PCCOE&R, Ravet, Pune 36
A Priori Error Estimates
A Posteriori Error Estimates
38. Criteria for Good Meshing
5/17/2023 ©PCCOE&R, Ravet, Pune 38
Shape of Element
Number of Elements
Topological Consistency
Automatic and adaptable
41. Advantages of FEA
5/17/2023 ©PCCOE&R, Ravet, Pune 41
Can handle complex geometry and contours.
Can handle complex analysis type. eg. Vibration, non-linear,
transient etc.
Can handle complex loading conditions. eg. Nodal based,
element based, volume based, time and frequency based etc.
Can handle complex constraints eg. Fixed, simply supported, roller
supported, symmetric and unsymmetrical boundary conditions.
Can handle bodies of homogenous and non-homogenous materials.
Can handle special material effects such as temperature, moisture,
electricity etc.
42. Disadvantages of FEA
5/17/2023 ©PCCOE&R, Ravet, Pune 42
Specific numerical solution is required for specific problem.
Obtained solution is approximate for higher order problem.
Experience and judgment is required to construct good FEA model.
Powerful and reliable FEA software is essential.
A digital computer with large memory is required to store the data.
43. Force Distribution
5/17/2023 ©PCCOE&R, Ravet, Pune 43
Internal Forces
External Forces
Point Load
Body Force
Surface Forces
Sectioned Axially Loaded Beam
Surface Forces: T(x)
S
Cantilever Beam Under Self-Weight Loading
Body Forces: F(x)
45. Force Distribution
5/17/2023 ©PCCOE&R, Ravet, Pune 45
Different forces having components along x, y and z
direction are shown below:
T =
Tx
Ty
Tz
= [Tx Ty Tz]T
P =
Px
Py
Pz
= [Px Py Pz]T
U =
u
v
w
= [u v w]T
47. 2D Stress Equilibrium Equations
5/17/2023 ©PCCOE&R, Ravet, Pune 47
x
y
dx
x
x
x
xy
yx
dy
y
y
y
dx
x
xy
xy
dy
y
yx
yx
x
F
y
F
Body Forces
48. Equilibrium Equation Example
5/17/2023 ©PCCOE&R, Ravet, Pune 48
0
0
0
0
0
2
3
2
3
0
_________
__________
__________
__________
)
1
(
4
3
,
0
,
2
2
3
equations
m
equilibriu
e
satisfy th
stresses
following
that the
show
forces,
body
no
Assuming
3
3
2
2
3
y
x
c
Py
c
Py
y
x
c
y
c
P
c
N
c
Pxy
y
xy
yx
x
xy
y
x
a
a
50. 3D Stress Equilibrium Equations
5/17/2023 ©PCCOE&R, Ravet, Pune 50
0
dxdydz
F
dxdy
dz
z
dxdy
dxdz
dy
y
dxdz
dydz
dx
x
dydz
x
xz
xz
xz
xy
xy
xy
x
x
x
0
;
0
;
0 Fz
F
F y
x
0
x
xz
xy
x
F
z
y
x
0
0
,
z
z
yz
xz
y
yz
y
xy
F
z
y
x
F
z
y
x
Similarly
52. Stain Displacement Relations
5/17/2023 ©PCCOE&R, Ravet, Pune 52
u(x,y)
u(x+dx,y)
v(x,y)
v(x,y+dy)
dx
dy
A B
C D
A'
B'
C'
D'
dy
y
u
dx
x
v
x
y
z
zy
zx
yz
y
yx
xz
xy
x
]
[
Three-Dimensional Theory
z
u
x
w
y
w
z
v
x
v
y
u
z
w
y
v
x
u
xz
yz
xy
z
y
x
;
;
53. Deformation and Strain Example
5/17/2023 ©PCCOE&R, Ravet, Pune 53
Ax
Cy
z
u
x
w
Cx
Cx
y
w
z
v
Bx
Bx
x
v
y
u
z
w
By
y
v
Az
x
u
C
B
A
Cxy
w
y
x
B
v
Axz
u
zx
yz
xy
z
y
x
2
1
2
1
2
1
0
2
1
2
1
2
0
2
1
2
1
0
2
_
__________
__________
__________
__________
constants
are
,
,
where
,
,
)
(
,
field
nt
displaceme
following
for the
strain
of
components
the
Determine
2
2
54. Strain-Stress Relationships in 3D
5/17/2023 ©PCCOE&R, Ravet, Pune 54
The stress transformations equations were derived solely from
equilibrium conditions and they are material independent.
Here the material properties will be considered (strain) taking into
account the following:
(a)The material is uniform throughout the body (homogeneous)
(b)The material has the same properties in all directions (isotropic)
(c)The material follows Hooke’s law (linearly elastic material)
Hooke’s law: Linear relationship between stress and strain.
For uniaxial stress: (E = modulus of elasticity or Young’s modulus)
σ = Eε
For pure shear : (G = Shear modulus of elasticity) ; τ = Gγ
al
longitudin
transverse
Strain
Axial
Strain
lateral
Ratio
s
Poisson
:
'
55. Strain-Stress Relationships in 3D
5/17/2023 ©PCCOE&R, Ravet, Pune 55
From Generalized Hooke’s law
as
defined
is
G
Rigidity
of
Modulus
and
Ratio
s
Poisson
Modulus
s
Young
or
Elasticity
of
Modulus
E
where
E
E
E
E
E
E
E
E
E
y
x
z
z
z
x
y
y
z
y
x
x
)
(
'
'
,
xy
xy
Srain
Shear
Stress
Shear
G
56. Strain-Stress Relationships in 3D
5/17/2023 ©PCCOE&R, Ravet, Pune 56
xy
xy
xy
xy
xy
xy
xy
E
e
i
E
E
becomes
G
Therefore
E
G
G
E
)
1
(
2
.
.
).
1
(
2
1
)
1
(
2
,
)
1
(
2
)
1
(
2
is
(G)
rigidity
of
modulus
and
(E)
elasticity
of
modulus
between
relation
the
that,
know
We
57. Strain-Stress Relationships in 3D
5/17/2023 ©PCCOE&R, Ravet, Pune 57
components
Stress
components
Strain
matrix
Dynamic
D
where
D
E
form
matrix
in
writing
E
E
Also
xz
yz
xy
z
y
x
xz
yz
xy
z
y
x
xz
xz
yz
yz
,
;
)
1
(
2
0
0
0
0
0
0
)
1
(
2
0
0
0
0
0
0
)
1
(
2
0
0
0
0
0
0
1
0
0
0
1
0
0
0
1
1
,
)
1
(
2
;
)
1
(
2
,
58. Stress-Strain Relationships in 3D
5/17/2023 ©PCCOE&R, Ravet, Pune 58
)
2
1
)(
(
1
2
2
2
)
(
1
,
law
s
Hooke’
d
Generalize
From
z
y
x
z
y
x
z
y
x
z
y
x
z
y
x
y
x
z
z
z
x
y
y
z
y
x
x
E
E
E
E
E
equations
above
the
Adding
E
E
E
E
E
E
E
E
E
59. Stress-Strain Relationships in 3D
5/17/2023 ©PCCOE&R, Ravet, Pune 59
)
(
)
1
(
equation,
previous
g
rearrangin
Now
system.
coordinate
the
changing
after
even
value
its
change
not
does
hich
quantity w
a
is
invarient
An
invarient
Strain
1st
invarient
Stress
1st
,
)
2
1
(
)
2
1
(
1
1
1
1
1
1
1
z
y
x
x
x
x
x
z
y
x
x
z
y
x
z
y
x
E
E
E
E
E
E
E
J
I
where
J
E
I
I
E
J
or
60. Stress-Strain Relationships in 3D
5/17/2023 ©PCCOE&R, Ravet, Pune 60
)
1
)(
2
1
(
)
1
)(
2
1
(
)
1
)(
2
1
(
)
1
(
)
(
)
1
)(
2
1
(
)
1
(
)
1
)(
2
1
(
)
1
(
)
2
1
(
.
)
1
(
)
2
1
(
.
)
1
(
)
1
(
1
1
1
1
E
E
E
E
E
E
J
E
E
J
E
J
E
E
I
E
z
y
x
x
x
z
y
x
x
x
x
x
x
x
x
x
x
x
61. Stress-Strain Relationships in 3D
5/17/2023 ©PCCOE&R, Ravet, Pune 61
xy
xy
xy
xy
y
x
z
z
x
z
y
y
z
y
x
x
z
y
x
x
G
G
Also
E
E
E
E
E
E
Similarly
E
E
E
E
E
E
.
,
.
)
2
1
)(
1
(
.
)
2
1
)(
1
(
.
)
2
1
)(
1
(
)
1
(
.
)
2
1
)(
1
(
.
)
2
1
)(
1
(
.
)
2
1
)(
1
(
)
1
(
,
.
)
2
1
)(
1
(
.
)
2
1
)(
1
(
.
)
2
1
)(
1
(
)
1
(
)
1
)(
2
1
(
)
1
)(
2
1
(
)
2
1
(
1
)
1
(
62. Stress-Strain Relationships in 3D
5/17/2023 ©PCCOE&R, Ravet, Pune 62
components
Stress
components
Strain
matrix
Dynamic
D
where
D
E
form
matrix
in
writing
E
E
Similarly
E
xz
yz
xy
z
y
x
xz
yz
xy
z
y
x
xz
xz
yz
yz
xy
xy
,
;
2
)
2
1
(
0
0
0
0
0
0
2
)
2
1
(
0
0
0
0
0
0
2
)
2
1
(
0
0
0
0
0
0
)
1
(
0
0
0
)
1
(
0
0
0
)
1
(
)
2
1
)(
1
(
.
)
1
(
2
;
.
)
1
(
2
,
.
)
1
(
2
63. Plane Stress Problem
5/17/2023 ©PCCOE&R, Ravet, Pune 63
figure)
in
(Shown
shaft
a
on to
fitted
ring
A
:
Example
problem.
stress
plane
as
treated
is
direction
in this
applied
loading
and
ss)
or thickne
direction
-
(z
direction
normal
along
dimensions
has
body
a
If
equation
previous
from
Therefore
0
;
0
;
0
:
case
Problem
Stress
Plane
For
yz
xz
z
xy
y
x
xy
y
x
E
)
1
(
2
0
0
0
1
0
1
1
64. Plane Strain Problem
5/17/2023 ©PCCOE&R, Ravet, Pune 64
pressure
fluid
internal
to
subjected
cylinder
A thick
:
Example
problem.
strain
plane
as
treated
is
problem
then
axis
al
longitudin
lar to
perpendicu
applied
is
loading
and
length)
(i.e.
long
very
is
direction
al
longitudin
along
dimension
If
equation
previous
from
Therefore
0
;
0
;
0
:
case
Problem
Strain
Plane
For
yz
xz
z
xy
y
x
xy
y
x
E
2
)
2
1
(
0
0
0
)
1
(
0
)
1
(
)
2
1
)(
1
(
65. Stress-Strain Temperature Relations
5/17/2023 ©PCCOE&R, Ravet, Pune 65
have;
we
materials,
isotropic
and
elastic
For
deform.
to
free
is
body
when the
stresses
any
cause
not
does
strain
this
Also,
material.
the
of
expansion
linear
of
t
coefficien
on the
depends
which
strain,
uniform
a
in
results
z)
y,
T(x,
change
re
temperatu
the
materials,
isotropic
For
strain.
thermal
be
to
said
is
ture
in tempera
change
to
due
length
original
unit
per
length
in
change
The
Strain
Initial
where
E
or
E
xy
y
x
xy
y
x
xy
y
x
0
0
1
0
0
0
,
)
1
(
2
0
0
0
1
0
1
1
66. Stress-Strain Temperature Relations
5/17/2023 ©PCCOE&R, Ravet, Pune 66
:
equation
above
the
solving
by
strains
of
in terms
stresses
express
also
can
We
Stress
Initial
E
where
E
or
E
xy
y
x
xy
y
x
xy
y
x
0
0
0
0
0
0
2
,
2
)
1
(
0
0
0
1
0
1
)
1
(
67. Stress-Strain Temperature Relations
5/17/2023 ©PCCOE&R, Ravet, Pune 67
:
by
strain
to
related
is
stress
the
example,
For
expansion
thermal
of
t
coefficien
,
;
0
:
by
given
is
loading)
(thermal
change
re
temperatu
to
due
strains
initial
case,
strain
plane
In the
2
)
2
1
(
0
0
0
)
1
(
0
)
1
(
)
2
1
)(
1
(
0
0
0
0
0
0
where
T
T
E
xy
y
x
xy
y
x
xy
y
x
xy
y
x
74. Banded Skyline Solutions (Method of Minimizing
Bandwidth)
Symmetric Banded Matrix
5/17/2023 ©PCCOE&R, Ravet, Pune 74
89. Pre-requisites
6/12/2019 ©PCCOE&R, Ravet, Pune 89
FE SE TE BE
Subject
Name
Basic Physics /
Engineering
mechanics
Basic
Mechanical
Engineering
FPL
Mathematics
Thermo
Fluid
Mechanics
Power Plant
Engineering
Finite
Elements
Analysis
CAD CAM
Automation
Heat Transfer
Design of
Machine
Elements
Numerical
Methods
90. Program Outcomes (POs)
5/17/2023 ©PCCOE&R, Ravet, Pune 90
No Program Outcomes No Program Outcomes
01 Engineering knowledge 07 Environment and sustainability
02 Problem analysis 08 Ethics
03
Design/development of
solutions
09 Individual and team work
04
Conduct investigations of
complex problems
10 Communication
05 Modern tool usage 11 Project management and finance
06 The engineer and society 12 Life-long learning
Engineering Graduates will be able to: (For Details see NBA Guideline manual)
91. Course Objectives
To understand the philosophy and general procedure of Finite Element
Method as applied to solid mechanics and thermal analysis problems.
To familiarize students with the displacement-based finite element
method for displacement and stress analysis and to introduce related
analytical and computer tools.
It provides a bridge between hand calculations based on mechanics of
materials and machine design and numerical solutions for more complex
geometries and loading states.
To study approximate nature of the finite element method and
convergence of results are examined.
It provides some experience with a commercial FEM code and some
practical modeling exercises
5/17/2023 ©PCCOE&R, Ravet, Pune 91
92. Course Outcomes (COs)
Recognize theoretical background of FEM, matrix algebra and solid mechanics
for simple structural elements
Determine Stiffness matrix, Load vector, displacement matrix for 1D and 2D
elements under mechanical and thermal loading conditions
Compute FE Discretisation with coordinate mapping and formulation of
element equations.
Solve steady state heat conduction and convection problems
Construct a model of bar, truss, beam, CST, axisymmetric triangular and
quadrilateral elements under dynamic considerations
Understand basic steps of FEM as Pre processing, meshing and post processing
for 1D and 2D elements
5/17/2023 ©PCCOE&R, Ravet, Pune 92
93. CO-PO Mapping
5/17/2023 ©PCCOE&R, Ravet, Pune 93
Program Outcomes
(Course
Outcomes)
PO1 PO2 PO3 PO4 PO5 PO6 PO7 PO8 PO9 PO10 PO11 PO12
CO1 3 1 2
CO2 3 3 3 2 2
CO3 2 3 3 2 3 1 3
CO4 2 3 2 2 3 1 2
CO5 2 3 2 2 3 1 1 3
CO6 2 3 2 2 3 1 1 3
Target 2.33 2.66 2.4 2.00 3.00 1.00 1.00 2.5
94. CO Assessment Plan
5/17/2023 ©PCCOE&R, Ravet, Pune 94
Direct Method
Indirect Methods
(Course
Outcomes)
Internal Assessment External Assessment
CO1
Assignment on
each unit
Unit Tests
Preliminary
Examination
Mock oral
In-semester
Examination
End Semester
Examination
Course End
Survey
CO2
CO3
CO4
CO5
CO6
Criterio <40% =40% ; <60% =60% ; <75% =75% ; <
Attainment
level
0 1 2 3
95. Gap Identified in Curriculum
5/17/2023 ©PCCOE&R, Ravet, Pune 95
PO PO Description Activity Planned
PO6 The Engineer and Society Industrial and Field Visits
PO7 Environment and sustainability
Industrial and Field Visits
PO8 Ethics Copyrights and Patents
PO9 Individual and team work Individual and Group Projects
PO10 Communication Presentation based on Project Work
PO11
Project management and
finance
Individual and Group Projects with
detailed report
96. Instructional Methods
5/17/2023 ©PCCOE&R, Ravet, Pune 96
Unit / Content Methods Practical / Hands-on
Unit I : Fundamental
Concepts of FEA
(6 Hours)
Online Lectures
using Google Meet
Video Lectures
Power point
presentations
Tests on each unit
Quizzes on each
unit
Animations &
Videos
NPTEL notes
Group Activities
Classroom
teaching (After
Lockdown)
Static stress concentration factor
calculation for a plate with center hole
subjected to axial loading in tension
Modal analysis of any machine
component
Stress and deflection analysis of any
machine component consisting of 3-D
elements
Elasto-plastic stress analysis
Coupled Thermal-Structural Analysis
using FEA software
Computer program for stress analysis
of 1D bar
Computer program for stress analysis
of 2-D truss
Computer programs for (i) modal
analysis and, (ii) stress analysis for 1-D
beam
Computer program for 1-D
temperature analysis
Unit II : 1D Elements
(6 Hours)
Unit III : 2D Elements
(6 Hours)
Unit IV : Isoparametric
Elements and Numerical
Integration
(6 Hours)
Unit V : 1D Steady State
Heat Transfer Problems
(6 Hrs)
Unit VI : Dynamic
Analysis (6 Hours)
97. Videos Lectures Prepared (Unit-I)
5/17/2023 ©PCCOE&R, Ravet, Pune 97
Sr.
No.
Title of Video Description Link
01
Unit I : Fundamental
Concepts of FEA
Solution methodologies
to solve engineering
problems
98. Teaching Plan - Theory
5/17/2023 ©PCCOE&R, Ravet, Pune 98
Teaching Plan – Theory (FEA)
99. Teaching Plan - Practical
5/17/2023 ©PCCOE&R, Ravet, Pune 99
Teaching Plan – Practical (FEA)
100. Slow and Advanced Learners
Procedure - Identifying Slow Learners and Fast Learners
Updation of Mentor form carried out and based on the report of
individual mentors, Slow Learners and Fast Learners will be
identified.
Slow learners and fast learners identify on the basis of previous
semester marks.
Supporting activities for Slow Learners
To conduct extra classes.
To assign the home work and ensure that it gets completed duly.
Personal Counseling through fast learners.
5/17/2023 ©PCCOE&R, Ravet, Pune 100
101. Slow and Advanced Learners
Encouraging activities for Advanced learners
To conduct extra tutorials, assignment and experts lectures.
To give case study on real life problem of relevant subject to
enhance subject knowledge.
To explore their potential through activities like BAJA, Go-Kart,
TIFAN, ROBOCON etc.
Participating at national/International events like Paper
Presentation, Technical Competition etc.
5/17/2023 ©PCCOE&R, Ravet, Pune 101
103. Content Beyond Syllabus
Assignment on Ansys Workbench
Introduction to CFD and assignment on Ansys Fluent
Assignment on Topology Optimization
Guest lecture by Mr. K.K. Mate on ‘Recent Trends in
CAE’
5/17/2023 ©PCCOE&R, Ravet, Pune 103
105. Research & Innovations &
Co-curricular Activities
5/17/2023 ©PCCOE&R, Ravet, Pune 105
Sr.
No.
Description Total Remark
01
Coursera Certificate
courses
10
Completed with score
more than 90%
02
Faculty Development
Programs
05
Based on advanced
trends
03 Copyrights 02 Filed
04
Paper Publications /
Conferences
02 Accepted
05 Patent 01 Drafted
06 Industrial training 01 Sandvik Asia (I) Ltd.
106. Portfolios & Responsibilities
5/17/2023 ©PCCOE&R, Ravet, Pune 106
Departmental Academic Coordinator
NBA Criteria II coordinator
Higher Studies Cell Member
Lab Incharge (Turbomachines)
Mentor
107. Plan for Current Semester
5/17/2023 ©PCCOE&R, Ravet, Pune 107
Two NPLEL Courses
Conduction of Two FDP & Two Guest Lectures
Two Patents & Five Copyrights
Ten Coursers Courses
Preparation of Video Lectures for FEA & MSD
Documentation of Critera II
Group wise project for FEA Subject
108. Reference Books
Daryl L, A First Course in the Finite Element Method,. Logan, 2007.
G Lakshmi Narasaiah, Finite Element Analysis, B S Publications,
2008.
Y.M.Desai, T.I.Eldho and A.H.Shah, Finite Element Method with
Applications in Engineering, Pearson Education, 2011
Chandrupatla T. R. and Belegunda A. D., Introduction to Finite
Elements in Engineering, Prentice Hall India, 2002.
P., Seshu, Text book of Finite Element Analysis, PHI Learning Private
Ltd. , New Delhi, 2010.
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