52.3 Model with Shear webs

PUTHUSSERY
Phone: 9447047109
Analyzed with SolidWorks Simulation
Simulation of new profile_52.3m_three
points_unsplitted 1
Simulation of new
profile_52.3m_three
points_unsplitted
Date: Thursday, September 29, 2016
Designer: VISHNU R
Study name: With Shear webs
Analysis type: Static
Table of Contents
Description............................................1
Assumptions ..........................................2
Model Information ...................................2
Study Properties .....................................4
Units ...................................................5
Material Properties ..................................5
Loads and Fixtures...................................6
Connector Definitions...............................6
Contact Information.................................7
Mesh Information ....................................8
Sensor Details ........................................9
Resultant Forces .....................................9
Beams................................................ 10
Study Results ....................................... 11
Conclusion .......................................... 13
Description
No Data

PUTHUSSERY VISHNU R
29-Sep-16
points_unsplitted 2
Assumptions
Isotropic behavior
Model Information
Model name: new profile_52.3m_three points_unsplitted
Current Configuration: Default
Composite Bodies
Document Name and
Reference
Properties

PUTHUSSERY VISHNU R
29-Sep-16
points_unsplitted 3
Surface-Extrude1[1]
Total number of Plies: 2
Symmetric: No
Ply
Thicknes
s(mm)
Angle(de
g)
Area(m
^2)
Volume
(m^3)
Density(
kg/m^3)
Mass(
kg)
Weight
(N)
1 10 0 105.006 1.05006 1100
1155.
07
11319.
7
2 10 30 105.006 1.05006 1100
1155.
07
11319.
7
Document Name: F:Students projectRonynew profile_52.3m_three
points_unsplitted.SLDPRT
Date Modified: Sep 29 17:37:03 2016
Surface-Extrude1[2]
Symmetric: No
Ply
Thicknes
s(mm)
Angle(de
g)
Area(m
^2)
Volume
(m^3)
Density(
kg/m^3)
Mass(
kg)
Weight
(N)
1 10 0 93.3382
0.93338
2
1100
1026.
72
10061.
9
2 10 30 93.3382
0.93338
2
1100
1026.
72
10061.
9
Split Line1
Symmetric: No
Ply
Thicknes
s(mm)
Angle(de
g)
Area(m
^2)
Volume
(m^3)
Density(
kg/m^3)
Mass(
kg)
Weight
(N)
1 10 0 482.229 4.82229 1000
4822.
29
47258.
5
2 10 60 482.229 4.82229 1000
4822.
29
47258.
5
3 10 30 482.229 4.82229 1000
4822.
29
47258.
5
4 10 60 482.229 4.82229 1000
4822.
29
47258.
5
5 10 0 482.229 4.82229 1000
4822.
29
47258.
5

PUTHUSSERY VISHNU R
29-Sep-16
points_unsplitted 4
Surface-Fill1
Symmetric: No
Ply
Thicknes
s(mm)
Angle(de
g)
Area(m
^2)
Volume
(m^3)
Density(
kg/m^3)
Mass(
kg)
Weight
(N)
1 10 0 9.37335
0.09373
35
1000
93.73
35
918.58
8
2 10 0 9.37335
0.09373
35
1000
93.73
35
918.58
8
Study Properties
Study name With Shearwebs
Analysis type Static
Mesh type Shell Mesh Using Surfaces
Thermal Effect: On
Thermal option Include temperature loads
Zero strain temperature 298 Kelvin
Include fluid pressure effects from SolidWorks
Flow Simulation
Off
Solver type FFEPlus
Inplane Effect: Off
Soft Spring: Off
Inertial Relief: Off
Incompatible bonding options Automatic
Large displacement Off
Compute free body forces On
Friction Off
Use Adaptive Method: Off
Result folder SolidWorks document (F:Students projectRony)

PUTHUSSERY VISHNU R
29-Sep-16
points_unsplitted 5
Units
Unit system: SI (MKS)
Length/Displacement mm
Temperature Kelvin
Angular velocity Rad/sec
Pressure/Stress N/m^2
Material Properties
Model Reference Properties Components
Name: Epoxy, Unfilled
Model type: Linear Elastic Isotropic
Default failure
criterion:
Unknown
Tensile strength: 2.8e+007 N/m^2
Compressive
strength:
1.04e+008 N/m^2
Elastic modulus: 2.415e+009 N/m^2
Poisson's ratio: 0.35
Mass density: 1100 kg/m^3
SurfaceBody 1(Surface-
Extrude1[1])(new
profile_52.3m_three
points_unsplitted),
Extrude1[2])(new
profile_52.3m_three
points_unsplitted),
SurfaceBody 3(Split
Line1)(new
profile_52.3m_three
points_unsplitted),
Fill1)(new
profile_52.3m_three
points_unsplitted)
Curve Data:N/A

PUTHUSSERY VISHNU R
29-Sep-16
points_unsplitted 6
Loads and Fixtures
Fixture name Fixture Image Fixture Details
Fixed-1
Entities: 1 face(s)
Type: Fixed Geometry
Resultant Forces
Components X Y Z Resultant
Reaction force(N) -18467.3 -49464.6 530184 532806
Reaction Moment(N.m) -484.965 47660.1 3415.64 47784.8
Load name Load Image Load Details
Force-1
Entities: 3 face(s)
Type: Apply normal force
Value: 180000 N
Connector Definitions
No Data

PUTHUSSERY VISHNU R
29-Sep-16
points_unsplitted 7
Contact Information
Contact Contact Image Contact Properties
Global Contact
Type: Bonded
Components: 1 component(s)
Options: Compatible
mesh

PUTHUSSERY VISHNU R
29-Sep-16
points_unsplitted 8
Mesh Information
Mesh type Shell Mesh Using Surfaces
Mesher Used: Curvature based mesh
Jacobian check for shell On
Maximum element size 1.05114 m
Minimum element size 0.350377 m
Mesh Quality High
Mesh Information - Details
Total Nodes 28084
Total Elements 13936
Time to complete mesh(hh;mm;ss): 00:00:04
Computer name: VISHNU-PC

PUTHUSSERY VISHNU R
29-Sep-16
points_unsplitted 9
Mesh Control Information:
Mesh Control Name Mesh Control Image Mesh Control Details
Control-1
Entities: 2 face(s)
Units: cm
Size: 33.5201
Ratio: 1.5
Control-2
Entities: 3 face(s)
Units: m
Size: 0.236612
Ratio: 1.5
Sensor Details
No Data
Resultant Forces
Reaction Forces
Selection set Units Sum X Sum Y Sum Z Resultant
Entire Model N -18467.3 -49464.6 530184 532806
Reaction Moments
Selection set Units Sum X Sum Y Sum Z Resultant
Entire Model N.m -484.965 47660.1 3415.64 47784.8

PUTHUSSERY VISHNU R
29-Sep-16
points_unsplitted 10
Beams
No Data

PUTHUSSERY VISHNU R
29-Sep-16
Study Results
Name Type Min Max
Stress1 VON: von Mises Stress 0 N/m^2
Node: 1
3.11583e+007 N/m^2
Node: 4249
new profile_52.3m_three points_unsplitted-With Shearwebs-Stress-Stress1
Name Type Min Max
Displacement1 URES: Resultant Displacement 0 mm
Node: 1227
4916.33 mm
Node: 1229

PUTHUSSERY VISHNU R
29-Sep-16
new profile_52.3m_three points_unsplitted-With Shearwebs-Displacement-Displacement1
Name Type Min Max
Strain1 ESTRN: Equivalent Strain 0
Element: 13825
0.0193202
Element: 524

PUTHUSSERY VISHNU R
29-Sep-16
new profile_52.3m_three points_unsplitted-With Shearwebs-Strain-Strain1
Conclusion
Two separate studies on wind turbine have been conducted with and without shear webs, one of the
reinforcements against flexural loads. What has been found is that, with shear webs the displacement
appears to be much lesser than it would be otherwise. The study further requires analytical validation.
Percentage of difference is calculated as 10%, i.e. this much amount of displacement has been deduced by
configuring the model with and without shear webs.

52.3 Model with Shear webs

Recomendados

Recomendados

Mais conteúdo relacionado

Destaque

Destaque (7)

Semelhante a 52.3 Model with Shear webs

Semelhante a 52.3 Model with Shear webs (20)

Mais de Vishnu R

Mais de Vishnu R (11)

52.3 Model with Shear webs