Bracket model with direct transent results
-
Upload
manas-ray -
Category
Technology
-
view
145 -
download
1
description
Transcript of Bracket model with direct transent results
![Page 1: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/1.jpg)
CAD model verification of a simple bracket
sheet metal model
•Objective•Cad model•Manufacturing sheet.•Fea model•Basic analysis methods implemented.•Loading condition with respect to the analysis methods.•Material and property•The results•conclusion
![Page 2: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/2.jpg)
objectiveTo do some thing “”FTP””
To verify the analytical skills with the help of CAD/CAE tool and also with the microsoft tool.
To verify the tool knowledge to achieve the goal.
![Page 3: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/3.jpg)
The CAD model
![Page 4: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/4.jpg)
Manufacturing model• 2.5mm sheet with aluminum alloy • 2.5mm sheet with aluminum alloy
![Page 5: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/5.jpg)
Outer face with offseted FEA model
![Page 6: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/6.jpg)
Direct Transient analysis (0-1.6 with
cosine function)1. Direct transient analysis:-
I. Magnitude and the location are same as static analysis with a function of cosine with phase 250 and time range is 0.0 to 1.6.
II. Boundary condition is same as static analysis.
![Page 7: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/7.jpg)
Load and boundary condition in direct transient response analysis
![Page 8: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/8.jpg)
Load and boundary condition for static x-directional loading
![Page 9: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/9.jpg)
Load and boundary condition for static y-directional loading
![Page 10: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/10.jpg)
Load and boundary condition for static Z-directional loading
![Page 11: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/11.jpg)
Load and boundary condition for direct transient x,y,z-directional
loading Full constrained area
Load as per static with time function
![Page 12: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/12.jpg)
Material selected for the component and its
Engineering property for analysis
![Page 13: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/13.jpg)
Material and property• Aluminum alloy with SI unit
YOUNGS MODULUS
SHEAR MODULUS POISIONS RATIO DENSITY YIELD_STRESS_VALUE
7.00E+04 2.632E+04 0.33 2.80E-09 3.50E+04
![Page 14: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/14.jpg)
Analysis results• Transient (direct ) analysis result
• X-directional load case• Spc-force & External force• Max- displacement and vonmises stress value and
region plot• y-directional load case
• Spc-force & External force• Max- displacement and vonmises stress value and
region plot• z-directional load case
• Spc-force & External force• Max- displacement and vonmises stress value and
region plot
![Page 15: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/15.jpg)
X-directional load caseDirect transient response
analysis results
![Page 16: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/16.jpg)
Reaction force and external force result in direct transient response analysis for x-directional
loading
Spc- force External force
![Page 17: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/17.jpg)
x-directional load-caseMax displacement result Max vonmises stress result
![Page 18: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/18.jpg)
Maximum value of Results corresponding to time in x-direction
X-DIRECTIONAL DYNAMIC_LOAD(0-1.6)
DISPLACEMENT(MAX)(Node-8266,7096)
time 0.266667 1.333333 1.599999
VALUE 1.62E+00 1.62E+00 1.82E+00
vonmises stress(max) Nodal_results
elements 10819/10845/10818/10847
NODE 5836
TIME 0.266667 1.333333 1.599999
VALUE 3.17E+02 3.17E+02 3.37E+02
elements 8995/9024/8996/9022
NODE 5786
TIME 0.266667 1.333333 1.599999
VALUE 3.17E+02 3.17E+02 3.37E+02
![Page 19: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/19.jpg)
Y-directional load caseDirect transient response
analysis results
![Page 20: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/20.jpg)
Reaction force and external force result in direct transient response analysis for y-directional
loading
Spc- force External force
![Page 21: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/21.jpg)
y-directional load-caseMax displacement result Max vonmises stress result
![Page 22: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/22.jpg)
Maximum value of Results corresponding to time in y-direction
Y-DIRECTIONAL DYNAMIC_LOAD(0-1.6)
DISPLACEMENT(MAX)(NODE-184,7212)time 0.266667 1.333333 1.599999
VALUE 1.27E+00 1.27E+00 1.42E+00
vonmises stress(max) Nodal_resultselements 8994/8995/9026/9024
NODE 5787
TIME 0.266667 1.333333 1.599999
VALUE 2.62E+02 2.62E+02 2.93E+02
elements 10818/10847/10817/10849
NODE 7837
TIME 0.266667 1.333333 1.599999
VALUE 2.62E+02 2.62E+02 2.93E+02
![Page 23: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/23.jpg)
Z-directional load caseDirect transient response
analysis results
![Page 24: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/24.jpg)
Reaction force and external force result in direct transient response for z-directional loading
Spc- force External force
![Page 25: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/25.jpg)
z-directional load-caseMax displacement result Max vonmises stress result
![Page 26: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/26.jpg)
Maximum value of Results corresponding to time in z-direction
z-DIRECTIONAL DYNAMIC_LOAD(0-1.6)
DISPLACEMENT(MAX)(NODE-7507/5359)
time 0.266667 1.333333 1.599999
VALUE 2.33E+00 2.33E+00 2.62E+00
vonmises stress(max) Nodal_results
elements 10226/10227/10223/10224
NODE 7076
TIME 0.266667 1.333333 1.599999
VALUE 2.93E+02 2.93E+02 3.28E+02
elements 11285/11286/11288/11289
NODE 8250
TIME 0.266667 1.333333 1.599999
VALUE 2.93E+02 2.93E+02 3.28E+02
![Page 27: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/27.jpg)
IT HAS TO BE FILLED
![Page 28: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/28.jpg)
TO BE FILED
![Page 29: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/29.jpg)
TO BE FILED
![Page 30: Bracket model with direct transent results](https://reader036.fdocuments.us/reader036/viewer/2022081414/54be807c4a7959e8318b4699/html5/thumbnails/30.jpg)
CONCLUSIONTHIS IS JOST THE BEGINNING
PICTURE ABHI BAKIHE
With thanks,Manas Ranjan Ray