Download pdf - Solid Works Report

G.N.D.E.C.LUDHIANA Page 1

Submit to: - Er. Aprinder Singh Er .Jagdeep Singh Er.Balwinder Singh Dr. Gurinder Singh Brar

Department: - Production Engineering

Submitted by: -Mohneet Singh Munday

Roll no.: - 84073 (D₃P.E)

Branch: - Production Engineering

University no.: -90371275742


1. ABOUT THE INSTITUTE

2. PREFACE & ACKNOWLEDGMENTS 3. INTRODUCTION 4. DWG EDITOR

Commands

Applications Advantages & Disadvantages

5. SOLID WORKS Number of wings: -

Drawing Part Assembly

Commands: -

Sketch Features Surfaces Sheet metals

Evaluation Simulation (Description) Application

Advantages 6. SOLID WORKS ANALYSIS AND SIMULATION

7. DRAWINGS OF AUTOCAD AND SOLIDWORKS.


ABOUT THE INSTITUTE

Guru Nanak Dev Engineering College was established by the

Nankana Sahib Education Trust [NSET]. NSET was founded in memory of the

most sacred temple of Nankana Sahib, birth place of Guru Nanak Dev Ji.

Shiromani Gurdwara Prabhandak Committee, Amritsar, a premier

organization of universal brotherhood, was the main force behind the mission

of 'Removal of Economic Backwardness through Technology'. With this

mission, a Polytechnic was started in 1953 and Guru Nanak Dev Engineering

College was established in 1956. The Trust deed was registered on 24th

February 1953 with a commitment by The Nankana Sahib Education Trust to

uplift the vast weaker section of Indian polity comprising Rural India by

admitting 70% students every year from Rural Areas.

This commitment

was made to the nation on 8th April, 1956. The foundation stone of the College

Building was laid by Late Dr. Rajendra Prasad Ji, the First President of India.

Nearly 10,000 graduate and 300 Post Graduate Engineers have passed out

from this college during the last 50 years and are at present successfully

employed in India & abroad. The college is now ISO 9001-2000 Certified,

NBA accredited and have signed MOU with IOWA & Wayne State University

[USA] for exchange of students and faculty.


Acknowledgement

We really want to acknowledge the head of the department of production

& mechanical engineering department Er. N.D.Sharma & Dr. Sehjpal

Singh. They provide training in CAD Designing in solid works at our

campus. After that I acknowledge the Er.Aprinder Singh. Then I

acknowledge other teacher which provides helps in completing the

training of the solidworks. They provide full knowledge about that

course and provide all the notes and tutorials. Er. Aprinder Singh is so

co-operative and attentive. We learnt lots of things in the limited period

of time of training.

Thanks

G.N.D.E College, Ludhiana

Mohneet Singh Munday (84073 D3P.E)


DWG EDITOR

In the word CAD CAM, CAD means “Computer Aided Designing”. DWG Editor

is very strong in the 2D drafting than any other software. The use of DWG Editor in

the modern industry is limited to 2D drafting and for 3D modeling software’s like

Solid Works, Ideas, Pro/Engineer is used. In the modern industry DWG editor

replaces the drawing board and drafter.

1. THE X, Y CO-ORDINATE SYSTEM

Everything that you draw in DWG editor is exact. It will be more accurate

than you will ever need it to be. All objects drawn on the screen are placed there based on

a simple X, Y co-ordinate system. In DWG editor this is known as the World Co-ordinate

System (WCS). In order to work effectively with DWG editor, you have to work with

this system. Until you are comfortable and familiar with it, learning DWG editor will be

more of a chore.

2. How it works:

DWG editor uses points to determine where an object is located. There is

an origin where it begins counting from. This point is (0,0). Every object is located in

relation to the origin. If you were to draw a line straight out to the right from the origin,

this would be considered the positive X-axis. If you were to draw a line straight up, this

would be the positive Y-axis. A line has two points, a start point and an end point. DWG

editor works with the points to display the line on the screen.


GRAPHICAL INTERFACE OF DWG EDITOR

Move your cursor around the image above to find the names of various areas

of the screen.

Title Bar - This will show you what program you are running and what the

current filename is.

Pull-down menus - These are the standard pull-down menus through which you

can access almost all commands.

Main toolbar - This has most of the standard Windows icons, as well as the most

common AutoCAD commands.


Property toolbar - This toolbar gives a way to quickly modify an object's

properties, such as layer and line type.

Floating toolbar - This is a toolbar that can be moved around the screen, or

'docked' as the main toolbar is.

Drawing space - This is where you draw. You have an almost infinite area to

draw and this is just a 'section' of the entire space.

Scrollbars - These work like in other windows programs. You can also use the

PAN command to move around your drawing.

Status Bar Tray Icons - These icons give you updates on items like reference

files program updates and print status.

Command line - When you type a command, you will see it here. DWG editor

uses this space to 'prompt' you for information. It will give you a lot of

information and tell you where you are in the command.

Status bar - This allows seeing and changing different modes of drawing such as

Ortho, Osnaps, Grid, Otrack, etc.

INTRODUCTION TO DRAWING AND MODIFY

COMMANDS

DWG editor allows you to have access to a large number of commands. The general rule

is that you will use 20% of the commands 80% of the time.


The command line tells you what information DWG editor requires to

continue.

Command Keystroke Icon Menu Result

Line Line / L

Draw > Line

Draw a straight line

segment from one point

to the next

Circle Circle / C

Draw > Circle >

Center, Radius

Draws a circle based on

a center point and

radius.

Erase Erase / E

Modify > Erase Erases an object.

Print Print / Plot Cntl+P

File > Print

Enables the Print/Plot

Configurat ion Dialog

Box

Undo

U

(Don't use 'Undo' for

now)

Edit > Undo Undoes the last

command.

Rectangle

RECTANGLE /

REC Draw > Rectangle

Draws a rectangle after

you enter one corner

and then the second.

Multi Lines MLINE / ML

No

Icon

Draw >

Multiline

Draw parallel lines

based on the parameters

you define.

Trim TRIM / TR Modify > Trim Trims objects to a

selected cutting edge.


Extend EXTEND / EX Modify > Extend Extends objects to a

selected boundary edge.

Offset OFFSET / O Modify > Offset

Offsets an object

(parallel) by a set

distance.

Object Snaps OSNAP / OS / F3

CLICK

Tools > Object

Snap Settings

Brings up the OSNAP

dialog box.

Move Move / M Modify > Move Moves an object or

objects

Copy Copy / CP Modify > Copy Copies object(s) once

or mult iple t imes

Stretch Stretch / S

Modify > Stretch

Stretches an object after

you have selected a

portion of it

Mirror Mirror / MI Modify > Mirror

Creates a mirror image

of an object or selection

set

Rotate Rotate / RO Modify > Rotate Rotates objects to a

certain angle

Fillet Fillet / F Modify > Fillet Creates a round corner

between two lines

Chamfer Chamfer / CHA Modify >

Chamfer

Creates an angled

corner between two

lines

Array Array / AR Modify > Array

Creates a repeating

pattern of the selected

objects

http://www.we-r-here.com/cad/tutorials/level_4/4-2.htm


Layer Layer / LA Format > Layer

Starts the Layer and

Linetype property

dialog box

Text Text

No

Icon

Draw > Single

Line Text

Creates a single line of

text

Dimension Dim Many Dimension >

(PICK ONE)

Dimensions previously

drawn objects

Scale Scale / SC Modify > Scale Proportionately resizes

(or scales) objects

Polyline Pline / PL Draw > Polyline Creates a polyline of

arcs and/or lines.

Polyline Edit Pedit / PE Modify > Polyline Ed its polyline objects

DIMENSIONING

Linear dimensions are used for dimensioning either horizontal or vertical distances.

Aligned dimensions will measure the actual length of an angled line parallel.

Radius dimensions will give you the radius of either arcs or circles.

Diameter dimensions are used on circles.

Angular dimensions will measure the angle between two lines that you pick.

Baseline dimensions are a special type that will automatically stack dimensions along

one plane as you pick points.


Icons

ICON SETTING ICON SETTING

Endpoint Perpendicular

Midpoint Tangent

Center Nearest

Node

Apparent

Intersection

Quadrant Parallel

Intersection None

Extension Osnap Setting

Insertion Point

Temporary

Tracking Point

Snap From


You may select whichever points you want to 'snap' on an object. Here is a list of your

options. Followed by the command entry to invoke the needed Osnap.

Endpoint - snaps to either the beginning or the end of an object such as a line - END

Midpoint - snaps to the exact middle of a line or an arc - MID

Center - snaps to the center-point of a circle or arc - CEN

Node - snaps to 'nodes' (not covered in this course) - NOD

Quadrant - snaps to any of the four quadrants of a circle - QUA

Intersection - snaps to the point where two object cross - INT

Extension - Snaps to the phantom extension of an arc or line - EXT

Insertion - snaps to the insertion point of an object (such as a block or text) - INS

Perpendicular - will snap so that the result is perpendicular to line selected - PER

Tangent - snaps to create a line tangent to a circle or arc - TAN

Nearest - will find the closest point an object and snap to that point - NEA

Parallel -Snaps parallel to a specified line - PAR

None - temporarily turns off all Osnaps. (Pressing your F3 Key is quicker) - NON

Osnap settings - opens the Osnap dialog box.


COMMANDS USED IN DWG EDITOR

1. Line: - To draw line.

1. From the Draw menu, choose Line.

2. Specify the start point. We can use the pointing device or enter a coordinate

on the command line.

3. Complete the first line segment by specifying the endpoint.

To undo the previous line segment during the LINE command, enter u or choose Undo on

the toolbar.

4. Specify the endpoints of any additional line segments.

5. Press ENTER to end or c to close a series of line segments.

To start a new line at the endpoint of the last line drawn, start the LINE command again

and press ENTER at the Specify Start Point prompt.

2. Construction line: - Line that extends to infinity in one or both directions, known as

construction line, respectively, can be used as references for creating other objects. For

example, we can use construction lines to find the center of a triangle, or create

temporary intersections to use for object snaps.

3. Circle: -

(a) To draw a circle by specifying a center point and radius or diameter

1. From the Draw menu, choose Circle Center, Radius or Center, Diameter.

2. Specify the center point.


3. Specify the radius or diameter or radius.

(b) To create a circle tangent to two objects

1. From the Draw menu, choose Circle Tan, Tan, and Radius.

DWG editor starts Tangent object snap mode.

2. Select the first object to draw the circle tangent to.

3. Select the second object to draw the circle tangent to.

4. Specify the radius of the circle.

4. Fillet: - Filleting connects two objects with a smoothly fitted arc of a specified radius.

We can fillet

Arcs

Circles

Ellipses and elliptical arcs

Lines

Polylines

Rays

Splines

Xlines

Using FILLET is also a convenient method of creating an arc with a specified radius that

is tangent to two selected objects. FILLET can be used to round all corners on a polyline

using a single command.

Method of creating fillet:-

1. From the Modify menu, choose Fillet.


2. Select the first line.

3. Select the second line.

4. Enter the fillet radius.

5. Chamfer: - Using CHAMFER is a fast way of creating a line between two nonparallel

lines. It is usually used to represent a beveled edge on a corner. CHAMFER can also be

used to bevel all corners of a polyline.

6. Polygon: - Polygons are closed polylines with between 3 and 1,024 equal-length sides.

Creating polygons is a simple way to draw squares, equilateral triangles, octagons, and so

on.

7. Pan: - We can shift the location of our view by using PAN or by using the window

scroll bars. With the Real-time option, we pan dynamically by moving our pointing

device. PAN does not change the location or magnification of objects on our drawing. By

right-clicking, we can display a shortcut menu with additional viewing options.

8. ARRAYS: - You can create copies of objects in a rectangular or polar (circular)

pattern called an array. For rectangular arrays, you control the number of rows and

columns and the distance between each. For polar arrays, you control the number of

copies of the object and whether the copies are rotated. To create many re gularly

spaced objects, arraying is faster than copying.

CREATE RECTANGULAR A RRAYS

DWG editor builds a rectangular array along a baseline defined by the current snap

rotation angle. This angle is zero by default, so the rows and columns of a rectangular

array are orthogonal with respect to the X and Y axes.


CREATE POLAR ARRAYS

When you create a polar array, the array is drawn counterclockwise or clockwise,

depending on whether you enter a positive or a negative value for the angle to fill.

The radius of the array is determined by the distance from the specified center point to a

reference or base point on the last selected object. You can use the default reference point

(usually an arbitrary point that coincides with a snap point), or you can specify a new

base point to be used as the reference point.

HATCHING

Hatching in DWG editor is a way of filling in areas of your drawing with a

pre-formatted pattern to represent certain materials. It is usually used in sectional views.

The pattern is used to differentiate components of a project or to signify the material

composing an object.

You can use several methods to add hatch patterns to your drawing. The BHATCH

command provides the most options. Use tool palettes when you need additional speed

and convenience.

With the Tool Palettes window open, you can right-click a pattern tool to access the Tool

Properties dialog box from the shortcut menu. This dialog box contains several hatch

pattern options that are also available through BHATCH. For instance, you can specify

the scale and spacing for the hatch pattern.

SNAP

The grid is a rectangular pattern of dots that extends over the area you specify as the

drawing limits.


SolidWorks

1) Introduction: - SolidWorks is a Design Automation Software Package Used

to Produce

Parts

Assemblies

Drawings


2) SolidWorks Model Types: -

TYPE FUNCTION DATA FILE

Part 3-D Objects *.SLDPRT

Assembly Many-parts *.SLDASM

Drawing Multi--Views *.SLDDRW


Part Modeling: - Setting Up Unit

Menu: Tools->Options

3) 3-D Object Creation Procedure: -By Creating Features Each Feature:

i. 2-D Sketching


ii. 3-D Formation

(a) 2-D Sketching: -Parametric Modeling

Procedure: -

1. Sketch the geometry

2. Dimension the geometry

3. Modify the dimension value


(b) 2-D Object Creation Methods: - Menu: Tools->Sketch Entities.

Line Arc Circle

Rectangle Ellipse Smart Dimension

Sketch Convert Entities Slots

Spline Rapid Sketch Polygon


Plane Text Point

(c) Additional 2-D Object Creation Methods: -

Menu: Tools->Sketch Tools

(d) Dimensioning

Menu: Tools->Dimensions->Smart


(e) Relations

Menu: Tools->Relations

4) Features: - Menu: Insert->Boss/Bass


Menu: Insert->Cut

Menu: Insert->Boss/Bass


Menu: Insert->Features


Menu: Insert->Pattern/Mirror

5) Reference Geometry: - Menu: Insert->Reference Geometry


6) Viewing: -Menu: View->Display

Menu: View->Modify


7) Loft: -

You create the body of the hammer head by lofting between simple profile

sketches. Then you will create three circles and one rectangle on the different

planes 1,2,3,4 respectively. Concentric the centre of all the entities. As u shown

in the fig:

Click Lofted Boss/Base on the Features toolbar. Then you get that type of

figure shown in the fig:


Then create another rectangle on the different plane and produce the chisel. The

figure shown below: -

8) Flex: -

For twisting and bending we can use the flex

command. In to that there are three planes produces from which we can

get the bending and the twisting portion of the work piece. Which all the

parameters are shown below: -


Flex on bending

Flex on twisting


Assembly Modeling: -

1) Loading the Components

Menu: Insert->Component->Existing Part/Assembly


2) Defining Mates: - Menu: Insert->Mate

3) Exploded View: - Menu: Insert->Exploded View


Drawing Modeling : -

2-D Drawing of a Part or an Assembly


1) Drawing Template and Drawing Format: -

Menu: File->New->Draw

2) Creating Views: - Menu: Insert->Drawing View

Standard 3 View


Model View

Derived Drawing Views: -

Projected View Auxiliary View


Detail View Crop View

Broken-Out Section Section View

3) Dimensions: - Menu: Tools->Options

Select Styles of Font, Leader, Precision, Tolerance, Arrow, etc.

Two Ways to Create Dimensions: -

(i) Display All Dimensions and Then Modify These Dimensions

Menu: Insert->Model Items

(ii) Create Required Dimensions Manually


Menu: Tools->Dimensions

4) Annotations: - Menu: Insert->Annotations

3 x 25 ABC

Note Balloon Datum Feature Symbol

Surface Finish Symbol Geometric Tolerance Center Mark


5) Bill of Materials: - Menu: Insert->Tables->Bill of Materials


Simulation

Simulation is used for analysis and evaluation of the model. Due to

that some basic steps are carried out for soving the analysis. Some

type of empirical relations are use for solving that analysis like Von

mises yield criteria, Tressica’s yield criteria and other formulae of

bending moment and shear stress. The Von-mises yield criteria is

used in the most of the analysis. Simulation is done by basically in

seven steps.

Steps are written below: -

1. Modeling.

2. Material selection

3. Connections & contact surfaces

4. Fixtures

5. Type of Loads

6. Create mesh and Run

7. Results/Report.


1) Modeling: - In this we create a required model which was Explain

above. In other hand we can choose the default models for the analysis.

The portion of the modeling explained in above report.

2) Material Selection: - In this we can select the material of the model.

That is used for the required value of the elastic modulus of stress strain.


3) Connections: - In this we can give relation between the body and the

contact surface. Due to this we do mating, hinge, fix, rolling supports

etc.

4) Fixtures: - In this command option it provides the fixture ends and

makes it the rigid constraints to the body. Its representation shows it the

above diagram.


5) Type of Loads: - In this we apply to the body internal & external

loads, pressure, heat supplied/source, torque, gravity, flow effects,

bearing load, centrifugal force, thermal effects etc.

6) Create mesh and Run: - In this command we can create mesh of

very small finite element particles called as unit cells or lattice structure.

The size of the unit cell is depends upon the fine or course grain of

particles of cubic unit of the volume. Meshing can also depends upon the

material selection and density of the material specifications. The shape

of unit cell or lattice directly depends on Jacobian factor of the nodes. In

that Jacobian factor is not less than 3. Due to that the shape of nodes in

the unit cell can be triangular, tetrahedral, pentagonal, hexagonal,

heptagonal are 3,4,5,6,7 nodes respectively. Run the analysis. It can take

time depending on the size of model and mesh type.


MESHING OF MODEL

7) Result: - Results are created with the help of meshing of model and

force analysis. It can be produces by single click on command bar of

result. In the it gives the information which is given below in the

evaluation.


Evaluation: -

In the evaluation of the product/model we have many types of virtual

evaluation procedure.

Stress analysis of Simply Supported

Beam

Model Information

Document Name Configurat ion Document Path Date Modified

Simply Supported Beam Default

Part4-1 Default G:\Analysis\Part4.SLDPRT Wed Jul 07 08:13:51 2010

Part4-2 Default G:\Analysis\Part4.SLDPRT Wed Jul 07 08:13:51 2010

Study Properties

Study name Study 1

Analysis type Static

Mesh Type: Beam Mesh

Solver type FFEPlus

Zero strain temperature 298.000000


Units Kelv in

Units in Inches & lbs

Unit system: SI

Length/Displacement mm

Temperature Kelv in

Angular velocity rad/s

Stress/Pressure N/m^2

Material Properties

No. Beam Name Material Formulat ion Section

Standard/Type/Size

Mass/Area

1 SolidBody

1(Boss-

Extrude1)

Alloy Steel Beam Custom 0.0201889 kg

/2.58064e-005

m^2

2 SolidBody

1(Boss-

Extrude1)

Alloy Steel Beam Custom 0.0201889 kg

/2.58064e-005

m^2

Material Model Type: Linear Elastic Isotropic

Default Failure Criterion: Max von Mises Stress

Property Name Value Units Value Type

Elastic modulus 2.1e+011 N/m^2 Constant

Poisson's ratio 0.28 NA Constant

Shear modulus 7.9e+010 N/m^2 Constant

Mass density 7700 kg/m^3 Constant

Tensile strength 7.2383e+008 N/m^2 Constant


Yield strength 6.2042e+008 N/m^2 Constant

Thermal expansion

coefficient

1.3e-005 /Kelvin Constant

Thermal conductivity 50 W/(m.K) Constant

Specific heat 460 J/(kg.K) Constant

Loads and Restraints

Fixture

Restraint name Selection set Description

Fixed-1 <> on 2 Jo int(s) fixed.

Load

Load name Selection set Loading type Description

Force-1 <Part4-1> on 1 Jo int(s) apply force

10 lbf normal to reference

plane with respect to

selected reference Face< 1

> using uniform

distribution

Sequential Loading

Mesh Information

Mesh Type: Beam Mesh

Mesher Used: Standard mesh

Automatic Transition: Off

Smooth Surface: On

Jacobian Check: 4 Po ints

Element Size: 1.738 mm

Tolerance: 0.086902 mm

Quality: High

Number of elements: 116

Number of nodes: 119


Time to complete mesh(hh;mm;ss): 00:00:00

Reaction Forces

Selection set Units Sum X Sum Y Sum Z Resultant

Entire Body N -6.58819e-015 44.4822 1.65068e-014 44.4822

Reaction Moments


Entire Body N-m 1.19209e-007 -8.34919e-017 1.8639e-012 1.19209e-007

Free-Body Forces


Entire Body N 1.69407e-021 -1.90735e-006 4.23516e-021 1.90735e-006

Free-body Moments


Entire Body N-m 7.09079e-008 3.15111e-018 -1.249e-016 7.09079e-008

Beam Forces

Beam

Name

Joints Axial Shear1 Shear2 Moment1 Moment2 Torque

Beam-

1(Boss-

Extrude1)

1 0 0 22.24 1.13 0 0

2 0 0 -22.24 1.13 0 0

Beam-

2(Boss-

Extrude1)

1 0 0 22.24 -1.13 0 0

2 0 0 -22.24 -1.13 0 0


Beam Stresses

Beam Name Joints Axial Bending Dir1 Bending Dir2 Torsional Worst Case

Beam-

1(Boss-

Extrude1)

1 0 5.171e+007 0 0 5.171e+007

2 0 -5.171e+007 0 0 5.171e+007

Beam-

2(Boss-

Extrude1)

1 0 5.171e+007 0 0 5.171e+007

2 0 -5.171e+007 0 0 5.171e+007

Study Results

Name Type Min Location Max Location

Stress1 TXY: Shear in Y

Dir. on YZ Plane

1.78312e+006

N/m^2

Element: 88

(2.48583 mm,

3.15862 mm,

97.208 mm)

5.17107e+007

N/m^2

Element: 1

(2.48583 mm,

3.07692 mm,

46.408 mm)

Displacement1 URES: Resultant

Displacement

0 mm

Node: 59

(2.48583 mm,

3.24473 mm,

-54.3162 mm)

0.167896 mm

Node: 1

(2.48583 mm,

3.07683 mm,

47.2838 mm)


Dir. on YZ Plane

258.62 psi

Element: 88

(2.48583 mm,

3.15862 mm,

97.208 mm)

7500 psi

Element: 1

(2.48583 mm,

3.07692 mm,

46.408 mm)


Dir. on YZ Plane

258.62 psi

Element: 88

(2.48583 mm,

-7.17735 mm,

97.208 mm)

7500 psi

Element: 1

(2.48583 mm,

-17.0652 mm,

46.408 mm)


Assem2-Study 1-Stress-Stress1



Stress analysis of HEATED BODY

Comments:

FLOW OF HEAT INTO THE SURFACE AND BULK

Description

Summarize the FEM analysis on Assem1

Model Information

Document Name Configurat ion Document Path Date Modified

Assem1 Default G:\Analysis\heated

body\Assem1.SLDASM

Sun May 02 00:25:50

2010

Part1-1 Default G:\Analysis\heated

body\Part1.SLDPRT

Sun May 02 00:21:32

2010

Part2-1 Default G:\Analysis\heated

body\Part2.SLDPRT

Sun May 02 00:21:40

2010

Study Properties

Study name Study 3

Analysis type Static

Mesh Type: Solid Mesh

Solver type FFEPlus

Inplane Effect : Off

Soft Spring: Off

Inertial Relief: Off

Thermal Effect: Temperature from Thermal Study

Thermal study name Study 2

Time Step: 1

Zero strain temperature 298.000000


Units Kelv in

Include flu id pressure effects from SolidWorks Flow

Simulation

Off

Friction: Off

Ignore clearance for surface contact Off

Use Adaptive Method: Off

Units

Unit system: SI

Length/Displacement Mm

Temperature Kelv in

Angular velocity rad/s

Stress/Pressure N/m^2

Material Properties

No. Body Name Material Mass Volume

1 SolidBody

1(Extrude1)

AISI 304 6 kg 0.00075 m^3

2 SolidBody 1(Shell1) Alloy Steel 3.6498 kg 0.000474 m^3

Material name: AISI 304

Description:

Material Source:



Application Data:









Thermal expansion

coefficient




Material name: Alloy Steel

Description:

Material Source:



Application Data:









Thermal expansion

coefficient




Loads and Restraints

Fixture

Restraint name Selection set Description

Fixture-1 <Part2-1> on 5 Face(s) fixed.

Connector Definitions

No Connectors were defined

Contact

Contact state: Touching faces - Free

Global Contact Contact component: Bonded on Assem1

Description:

Mesh Information

Mesh Type: Solid Mesh

Mesher Used: Standard mesh

Automatic Transition: Off

Smooth Surface: On

Jacobian Check: 4 Po ints

Element Size: 7.799 mm

Tolerance: 0.38995 mm

Quality: High

Number of elements: 19939

Number of nodes: 29186

Time to complete mesh(hh;mm;ss): 00:00:02


Reaction Forces


Entire Body N 0.0219727 -0.00134277 0.0344543 0.0408865

Free-Body Forces


Entire Body N -0.227173 -2.4823 0.257935 2.50598

Free-body Moments


Entire Body N-m 0 0 0 1e-033

Name Type Min Location Max Location

Stress1 VON: von Mises

Stress

317876 N/m^2

Node: 16518

(-110.688 mm,

-49.9706 mm,

-36.2742 mm)

3.49802e+008

N/m^2

Node: 28995

(-37.2785 mm,

10.0294 mm,

-36.2742 mm)

Displacement1 URES: Resultant

Displacement

0 m

Node: 16285

(59.3124 mm,

10.0294 mm,

83.7258 mm)

4.37729e-005 m

Node: 13243

(-25.687 mm,

27.0294 mm,

23.726 mm)

Strain1 ESTRN:

Equivalent

Strain

1.14062e-005

Element: 19751

(-109.386 mm,

-46.876 mm,

-33.2122 mm)

0.00114153

Element: 16298

(-12.9528 mm,

11.6371 mm,

-33.6746 mm)



Assem1-Study 3-Displacement-Displacement1


Assem1-Study 3-Strain-Strain1

Assem1-Study 3-Factor of Safety-Factor of Safety1

Conclusion: - Into that the intensity of the heat is so high due to that heat comes out of its

external surface. So due that some sort of modification is required.