induction program report
TRANSCRIPT
INDUCTION PROGRAM REPORT
Jaipur Engineering College and
Research Center, Jaipur
REPORT ON
INDUCTION PROGRAMME
B. Tech. First Year
1stAugust to 14thAugust, 2019
Purpose & Objective of Induction Program
To help new students adjust and feel comfortable in the
new environment
To inculcate in them the ethos and culture of the institution
Help them to build bonds with other students and faculty
members
Expose them to a sense of larger purpose and self
exploration
Start Up
Talks
Industry
Talks
Motivation
al Talk
Entreprene
urship
Talk
Introducti
on to
Branch by
HODs
Major Components of Induction
Program
Interact
ive
Hours
Activity
Hours Teachin
g Hours
Start Up
Talks
City Visit
Physical
Activity
Proficienc
y Module
Literary
Activity
Environm
ent &
Social
Awarenes
s
Theory
Classes
Laboratory
Classes
Laborator
y Classes
Glimpses of Induction Program
Interactive Session:- Students got the chance to interact with
eminent speakers to learn and experience their knowledge
Start Up Talks : Bringing together the Brightest talent to build
well connected community
Industry Talks : Hear from leading industry experts on the
current state and future direction
Motivational Talks: To achieve your goals and dreams in life
you need a wake up call by these talks.
Entrepreneurship Talks: Learning the process of designing ,
launching and running a new business
Branch Specific sessions by HODs: Time to know about your
department
Activity Hours: A lot of action and movement is planned during
induction for holistic development of students
City Visit : To familiarize students about the surroundings
and strengthen the bond among themselves
Physical Activity : To help students learn about team work
besides work and importance of healthy mind in healthy body.
Proficiency Module: Allows students to overcome their
shortcomings and learn new skills like communication and
computers to build up their confidence.
Literary Activity: To develop understanding and importance
of reading, research and Moocs.
Environment and Social Awareness: To develop sense of
responsibility towards environment by planting trees and
discussing social issues
Teaching Hours:- A step toward studious life of a
budding engineer
Theory classes : Knowledge of subjects to groom
young minds
Laboratory classes : Developing practical
knowledge for future innovations
ADVANCED & SLOW LEARNER
ASSESSMENT
Continuous Internal Assessment Flowchart
JAIPUR ENGINEERING COLLEGE AND
RESEARCH CENTRE, JAIPUR
SLOW & ADVANCE LEARNER FILE
SESSION-(2019-20)
FINAL YEAR
Mr. HEMANT BANSAL
ASSISTANT PROFESSOR
MECHANICAL ENGINEERING SUB:- FINITE ELEMENT METHODE
(7ME1-A)
COUSRE OUTCOMES
CO1:To interpret the philosophy behind principles, design and modeling considerations in
using finite element analysis. CO2: To apply the concept of direct equilibrium method and potential energy method for
structural mechanics problems
INSTRUCTION: Attempt All Section.
Q1/CO1 Draw the quadratic triangular element.
1
Q2/CO1 What is the degree of freedom 20 node brick element? 1
Q3/CO1 Number of nodes in 2-D Linear triangle element 1
Q4/CO1 Area is the ___________ quantity. (Scalar /Vector/both). 1
Q5/CO2 If a displacement field is described by U= (-x3+4y
2+8xy) 10
-4, Determine єx. 1
Q6/CO2 Why value of poisons ratio cannot be greater than 0.5
1
Q7/CO2 Finite Element Method is an approximate method.[True /False]
1
Q8/CO2 Write the stiffness matrix for the 1D bar element.
1
Q9/CO2 How do you calculate the size of the Global stiffness matrix? 1
Q10/CO2 Write the elemental stiffness equation for 1D bar element 1
Q.11/CO2
Consider the bar shown in Fig. An axial load P = 200 x 103 N is applied as shown.
Using the penalty approach for handling boundary conditions, do the following:
(a) Determine the nodal displacements.
(b) Determine the stress in each material.
(c) Determine the reaction
.
5
10
SECTION B
SECTION A
JAIPUR ENGINEERING COLLEGE AND RESEARCH CENTER Department of Mechanical Engineering
Course: B. Tech. Semester: VII
SECTION A/B/C SESSION: 2019-2020
SUBJECT: Finite Element Methods CODE: 7ME1A
TIME: 1:30Hr MTT-1 MM: 40
OR
Q11/CO2/CO1
What is the difference between the FEM, FDM, FVM
Find the deflection of modes 2 and 3 for the system shown in the fig., Node 1 is
fixed
5
10
Q.12/CO1
a) Describe the type of element in FEM. Write down the application and advantage
of FEM
b) Solve the following system of equation by Gauss-Elimination Method
X1-2X2+6X3 = 0
2X1+2X2+3X3 = 3
-X1+3X2 = 2
7
8
OR
Q.12/CO2
Consider the thin (steel) plate in Fig. The plate has a uniform thickness t =1 in.,
Young modulus E= 30 X106 psi, and weight density ρ=.2836Ib/in. In addition to its self
weight, the plate is subjected to a point load P =100 Ibat Its ml point.
(a) Model the plate with two finite elements.
(b) Write down the expressions for the element stiffness matrices. and element body
(c) Assemble the structural stiffness matrix K
(d) Using the elimination
approach ,solve for the global
displacement vector Q
(e) Evaluate the stresses in each
element
(f) Determine the reaction force at
support
15
1 2 3 P
K1 K2
S. No. RTU Roll No. Name of student
1 16EJCME001 ABHISHEK GUPTA
2 16EJCME002 ABHISHEK KUMAR
4 16EJCME004 ABHISHEK YADAV
5 16EJCME005 ADITYA SANADHYA
7 16EJCME007 AJAY SINGH RATHORE
8 16EJCME008 AKASH AGRAWAL
13 16EJCME014 ANSHUMAN PACHOLI
16 16EJCME017 ARPIT CHOUDHARY
18 16EJCME020 ASHOK KUMAR SAINI
29 16EJCME033 DEVANSH SHARMA
34 16EJCME038 EKANT LABANA
37 16EJCME041 HIMANSHU JAIN
38 16EJCME042 HIMANSHU JAIN
41 16EJCME045 HIMANSHU SINGHAL
42 16EJCME046 JASWANT SINGH GEHLOT
45 16EJCME049 KEVAL NAGAR
47 16EJCME051 KOMAL KUMAR
48 16EJCME052 KRISHNA AGARWAL
49 16EJCME053 LAKSHY ZAVERI
51 16EJCME055 LALIT PAREEK
56 16EJCME060 MANISH KHATRI
59 16EJCME063 MD NIJARUL
60 16EJCME064 MOHAMMED SAQUIB KHAN
62 16EJCME066 NAVEEN KUMAR VERMA
65 16EJCME069 NEHAL SHAMS
66 16EJCME070 OM PRAKASH
69 16EJCME073 PIYUSH GIRI
72 16EJCME076 RAHUL KHANDELWAL
LIST OF SLOW LEARNER MTT-1/CO-1 [VII-A]
CO BASED ASSIGNMENT PROVIDED TO THE SLOW LEARNER STUDENT:-
Slow learner Student’s Assignment [MTT-1]
Date:16/01/2020
CO-1: To interpret the philosophy behind principles, design and modeling considerations in
using finite element analysis.
Assignments
UNIT-1
1 . CO-1 Derive strain-displacement relations for a 3-D elasticbody.
2 . CO-1 (a)What are the merits and the demerits of Finite ElementMethods?
(b) If a displacement field is described as follows:
u=(−x2+2y
2+6xy)and v=(3x+6y− y
2)10−4, Determine
the strain components €xx, €yy, and €xy at the point
x=1;y=0.
3 CO-1 Explain thefollowing:
(a) Variational methodand
(b) Importance of Boundaryconditions.
4. CO-1 What are different engineering field applications of
finite element method? Explain them with suitableexamples.
5. CO-1 (a) Write the steps involved with finite element analysis of a typicalproblem.
(b) Describe Rayleigh- Ritz method.
6. CO-1Usingfiniteelementmethodtocalculatedisplacementsandstressesoftheb
arshowninfig.
7. CO-1 For the stepped bar shown in figure, determine the nodal displacements,
element stresses and Support reactions. Take P=300kN, Q=500 kN, E=2x1011
N/m2.
A1=250mm2, A2=500mm
2, A=1000mm
2
8. CO-1 Determine the displacements and the support reactions for the uniform
bar shown in Fig.1.GivenP=300KN
9. CO-1 Determine the nodal displacements, element stresses and support reactions for
the bar as shown in fig.
10. CO-1 (a) State properties of global stiffness matrix.
(b) An aluminum rod tapers uniformly from 50 mm diameter to 25 mm in length of
0.5 m fixed at one end. Find the stress in the bar if it is subjected to an axial tensile
load 10kN at free end. Idealize the rod in to two bar elements.
ASSESSMENT OF SLOW LEARNER [VII-A]
S. No. RTU Roll No. Name of student Assignment-1
MM-(10)
1 16EJCME001 ABHISHEK GUPTA 8
2 16EJCME002 ABHISHEK KUMAR 7
4 16EJCME004 ABHISHEK YADAV 9
5 16EJCME005 ADITYA SANADHYA 7
7 16EJCME007 AJAY SINGH RATHORE 9
8 16EJCME008 AKASH AGRAWAL 8
13 16EJCME014 ANSHUMAN PACHOLI 7
16 16EJCME017 ARPIT CHOUDHARY 8
18 16EJCME020 ASHOK KUMAR SAINI 7
29 16EJCME033 DEVANSH SHARMA 9
34 16EJCME038 EKANT LABANA 8
37 16EJCME041 HIMANSHU JAIN 7
38 16EJCME042 HIMANSHU JAIN 8
41 16EJCME045 HIMANSHU SINGHAL 9
42 16EJCME046 JASWANT SINGH GEHLOT 8
45 16EJCME049 KEVAL NAGAR 8
47 16EJCME051 KOMAL KUMAR 7
48 16EJCME052 KRISHNA AGARWAL 9
49 16EJCME053 LAKSHY ZAVERI 7
51 16EJCME055 LALIT PAREEK 7
56 16EJCME060 MANISH KHATRI 7
59 16EJCME063 MD NIJARUL 8
60 16EJCME064 MOHAMMED SAQUIB KHAN 8
62 16EJCME066 NAVEEN KUMAR VERMA 9
65 16EJCME069 NEHAL SHAMS 7
66 16EJCME070 OM PRAKASH 8
69 16EJCME073 PIYUSH GIRI 8
72 16EJCME076 RAHUL KHANDELWAL 7
LIST OF ADVANCE LEARNER CO-1/MTT-1 [VII-A]
S. No. RTU Roll No. Name of student
3 16EJCME003 ABHISHEK RAJPUT
6 16EJCME006 AJAY SHARMA
9 16EJCME009 AMIT KUMAR TINKAR
10 16EJCME010 ANIL KUMAR SAINI
11 16EJCME011 ANKIT KUMAWAT
12 16EJCME013 ANKUR MITTAL
14 16EJCME015 ANUJ AGRAWAL
15 16EJCME016 ARCHIT MISHRA
17 16EJCME018 ARPIT KASLIWAL
19 16EJCME021 ASHUTOSH MEWARA
20 16EJCME024 AUGUSTIN JOY MARKER
21 16EJCME025 BAL KISHAN DHAKER
22 16EJCME026 BALBIR SINGH
23 16EJCME027 BHARAT KHANDELWAL
24 16EJCME028 CHIRAG MAHESHWARI
25 16EJCME029 CHIRAG TALWAR
26 16EJCME030 DARSHAN BAID
27 16EJCME031 DATTATREY SINGH SHEKHAWAT
28 16EJCME032 DEEPAK KURUP
30 16EJCME034 DHEERAJ KUMAR
31 16EJCME035 DHEERAJ VERMA
32 16EJCME036 DINESH SUTHAR
33 16EJCME037 DIVIK MATHUR
35 16EJCME039 HARDEEP SINGH GULYAR
36 16EJCME040 HIMANSHU CHHAPARWAL
39 16EJCME043 HIMANSHU MAHIPAL
40 16EJCME044 HIMANSHU SHARMA
43 16EJCME047 JAYANT SOTI
44 16EJCME048 KARTIK CHOUDHARY
46 16EJCME050 KISHAN KUMAWAT
50 16EJCME054 LAKSHYARAJ SINGH RATHORE
52 16EJCME056 LOKESH DHYAWANA MEENA
53 16EJCME057 LOKESH KUMAR DUBEY
54 16EJCME058 LOVEKESH GUPTA
55 16EJCME059 MANISH GANGWAR
57 16EJCME061 MANISH SHARMA
58 16EJCME062 MAYUR SEN
61 16EJCME065 MOHD ASIF KHAN
63 16EJCME067 NAVNEET PRIYA GUPTA
64 16EJCME068 NEEL RAJ KAUSHIK
67 16EJCME071 PANKAJ JANGID
68 16EJCME072 PANKAJ KUMAR CHAHAR
70 16EJCME074 POONAM KUMARI
71 16EJCME075 PRASIT JAIN
SESSION WISE FINAL RESULT OF SLOW AND ADVANCE STUDENT VII-A
S. No. U. Roll No. Student Name 2019-20(VII-A) 2019-20(VIII-A)
% %
1 16EJCME001 ABHISHEK GUPTA 71 84.1
2 16EJCME002 ABHISHEK KUMAR 13 52.8
3 16EJCME003 ABHISHEK RAJPUT 75 81.9
4 16EJCME004 ABHISHEK YADAV 39 37.8
5 16EJCME005 ADITYA SANADHYA 70 81.2
6 16EJCME006 AJAY SHARMA 76 82.5
7 16EJCME007 AJAY SINGH RATHORE 58 75.5
8 16EJCME008 AKASH AGRAWAL 63 79
9 16EJCME009 AMIT KUMAR TINKAR 62 73.7
10 16EJCME010 ANIL KUMAR SAINI 56 72
11 16EJCME011 ANKIT KUMAWAT 70 80.5
12 16EJCME013 ANKUR MITTAL 76 84.1
13 16EJCME014 ANSHUMAN PACHOLI 69 76.6
14 16EJCME015 ANUJ AGRAWAL 36 71
15 16EJCME016 ARCHIT MISHRA 57 75.7
16 16EJCME017 ARPIT CHOUDHARY 68 81.7
17 16EJCME018 ARPIT KASLIWAL 75 83.8
18 16EJCME020 ASHOK KUMAR SAINI 65 72.6
19 16EJCME021 ASHUTOSH MEWARA 75 85.1
20 16EJCME024 AUGUSTIN JOY MARKER 60 73.1
21 16EJCME025 BAL KISHAN DHAKER 65 77.2
22 16EJCME026 BALBIR SINGH 66 78.7
23 16EJCME027 BHARAT KHANDELWAL 72 82
24 16EJCME028 CHIRAG MAHESHWARI 75 84.3
25 16EJCME029 CHIRAG TALWAR 77 83.4
26 16EJCME030 DARSHAN BAID 71 80.9
27 16EJCME031 DATTATREY SINGH SHEKH 73 78.9
28 16EJCME032 DEEPAK KURUP 69 81.8
29 16EJCME033 DEVANSH SHARMA 71 82
30 16EJCME034 DHEERAJ KUMAR 73 78.4
31 16EJCME035 DHEERAJ VERMA 73 82.9
32 16EJCME036 DINESH SUTHAR 72 81.6
33 16EJCME037 DIVIK MATHUR 80 87.9
34 16EJCME038 EKANT LABANA 62 77.6
35 16EJCME039 HARDEEP SINGH GULYAR 66 76.1
36 16EJCME040 HIMANSHU CHHAPARWAL 77 87
37 16EJCME041 HIMANSHU JAIN 66 81.5
38 16EJCME042 HIMANSHU JAIN 67 77.6
39 16EJCME043 HIMANSHU MAHIPAL 67 75.8
40 16EJCME044 HIMANSHU SHARMA 63 73.3
41 16EJCME045 HIMANSHU SINGHAL 65 76.4
42 16EJCME046 JASWANT SINGH GEHLOT 69 78.4
43 16EJCME047 JAYANT SOTI 70 75.1
44 16EJCME048 KARTIK CHOUDHARY 78 79
45 16EJCME049 KEVAL NAGAR 64 77
46 16EJCME050 KISHAN KUMAWAT 74 74.2
47 16EJCME051 KOMAL KUMAR 65 72.2
48 16EJCME052 KRISHNA AGARWAL 74 79.9
49 16EJCME053 LAKSHY ZAVERI 68 80.7
50 16EJCME054 LAKSHYARAJ SINGH RATH 66 80.9
51 16EJCME055 LALIT PAREEK 64 76.4
52 16EJCME056 LOKESH DHYAWANA MEENA 77 84.3
53 16EJCME057 LOKESH KUMAR DUBEY 71 75.7
54 16EJCME058 LOVEKESH GUPTA 71 76.4
55 16EJCME059 MANISH GANGWAR 66 78.6
56 16EJCME060 MANISH KHATRI 65 75.1
57 16EJCME061 MANISH SHARMA 73 80.6
58 16EJCME062 MAYUR SEN 72 79.2
59 16EJCME063 MD NIJARUL 53 37.6
60 16EJCME064 MOHAMMED SAQUIB KHAN 72 79.5
61 16EJCME065 MOHD ASIF KHAN 71 76
62 16EJCME066 NAVEEN KUMAR VERMA 60 75.3
63 16EJCME067 NAVNEET PRIYA GUPTA 68 80.4
64 16EJCME068 NEEL RAJ KAUSHIK 68 80.8
65 16EJCME069 NEHAL SHAMS 56 72.6
66 16EJCME070 OM PRAKASH 63 73.1
67 16EJCME071 PANKAJ JANGID 64 75.9
68 16EJCME072 PANKAJ KUMAR CHAHAR 64 76.8
69 16EJCME073 PIYUSH GIRI 68 76.3
70 16EJCME074 POONAM KUMARI 72 75.5
71 16EJCME075 PRASIT JAIN 70 78
72 16EJCME076 RAHUL KHANDELWAL 70 79.7
Slow Learner Students % 2019-20 2019-20
13.88% 4.28%
Improvement of slow learner into advance learner in
% 9.60%
Jaipur Engineering College & Research Centre
Department of Mechanical Engineering
Notice
Date: 17/02/2020
All the slow learners are informed that there is a meeting to discuss about your academic and non
academic problem.
All the slow learners have to attend the meeting.
Venue : BT-14
Time : 02:00 PM
Dr. M. P. Singh
HoD
Proofs of activities of advanced learners
Discussion on the advanced topic
Name of Activity Discussion on the advanced topic
Date 22/02/2020
Venue B-Block; BT-14
Organized by Department of Mechanical Engineering
Name of Faculty HEMANT BANSAL
Participated by Students of VIII-A,
Content Advancement of mechanical designing
Objective
1.To motivate students about advancement in
mechanical designing.
2.To involve in research/latest topics.
Outcome of activity Students get familiar with with the subject
based research or latest topics.
Name and Signature of Faculty HOD
Gate questions :-
1. Determine the local and global stiffness matrices of a trus element.
2. Determinethestiffnessmatrix, stressesandsupportreactionsforthetrussstructureasshowninfig.
3. Taking advantage of symmetry, determine the joint displacements and axial forces in the
truss shown in fig. All members have the same cross sectional area of the same material,
A=0.0001m2 and E=200Gpa, the load P=20KN. The dimensions in meters shown infig.
4. Calculate the nodal displacements, stresses and support reactions for the truss shown in fig.
5. Explain with neat mathematical steps to derive beam stiffness Matrix.
For a beam and loading shown in fig below determine the slope sat nodes 2 and 3 and
vertical deflection at the midpointofthe distributed load.
6. Why the Hermite shape functions are considered for the beam element? Explain the
Hermite shape functions for a two nodded beam element. And also derive the strain
displacement relation matrix.
7. A beam of 4m length is subjected to point loads at the distances of 2 m and 4 m
from the fixed end of 10KN and 20KN respectively. Calculate the deflection at
the center of the beam, if E= 2.1×104N/m2 and A=450mm2as shown infig.
Calculate the maximum deflection and slope by using finite element method for the simply
supported beam of length L, Young’s modulus E and the moment of Inertia I, subjected to a
point load of P at the centre.
8. The nodal coordinates of a triangular element are 1(1,3), 2(5,3) and 3(4,6). At a
point p
insidetheelement,thex-coordinatesis3.3andtheshapefunctionN=0.3.Determine the
shape functions and y-coordinates of the point P.
6. Obtain the load vector for following CST element.
7. Determine the Jacobian matrix for the triangular element with the coordinates 1(1.5,2),
2(7,3.5) and 3(4.5, 9.2). And also calculate the area of a triangle.
8. Determine the strain displacement relation matrix for CST. 9.
10 Calculate the strain displacement matrix for the element with the coordinates
1(4,5),
2(9,2)and3(6,8).Andalsocalculatethestrainsofthetrianglewhosenodaldisplacement
values are u =0.3 mm, v =0.3 mm, u = 0.2 mm, v = -0.4 mm, u = 0.3 mm, v= 0.5mm.
11 Evaluate ∫[3e+x+1/(x+2)]dx over the limits-1and+1usingonepoint,two point Gauss quadrature formula. Compare with exact solution.
12 12. Derive the shape functions for a four nodded iso- parametric quadrilateral element.
13 Derive one dimensional steady state heat conduction equation and apply to one dimensional fin
problem.
14 Derive one dimensional steady state heat conduction equation and derive the conductivity Matrix.
15 A uniform aluminium circular fin of diameter 3cm is extruded from the surface whose
temperature is 1000C. The convection takes place from the lateral surface and tip of the fin.
Assuming K=30W/m K, h=1200W/m2K and T∞=30
0C Determine the temperature distribution in
the fin.
16 Composite wall consisting of three materials is shown in Figure below. The outer temperature is T0 = 200C.
Convective heat transfer takes place on the inner surface of the wall with T∞=8000C and h=25 W/m
2.0C.
Determine the temperature distribution in the wall.
Encouraging to participate in various symposiums like quiz, poster
presentation, Conferences, inter institution competition etc.
ME-Batch [2016-17] Full Final Result Screen Shot