1200dn Stress-Stress Analysis 29546 (1)

7/25/2019 1200dn Stress-Stress Analysis 29546 (1)

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MA for Metal Fabrication Adeel Saeed2/25/2013

Analyzed with SolidWorks Simulation Simulation of 1200dn stress 2

Model Information

Model name: 1200dn stressCurrent Configuration: Default

Solid BodiesDocument Name andReference

Treated As Volumetric PropertiesDocument Path/Date

Modified

Pipe Support

Solid Body

Mass:554.975 kgVolume:0.0706975 m^3

Density:7850 kg/m^3Weight:5438.76 N

C:\Users\user\Desktop\Tasks\Vision Inquiry\1200dn

stress\1200dnstress.SLDPRT

Feb 25 10:57:06 2013

Concrete Base

Solid Body

Mass:24441.9 kg

Volume:3.11362 m^3Density:7850 kg/m^3

Weight:239531 N

C:\Users\user\Desktop\Tasks\Vision Inquiry\1200dn

stress\1200dnstress.SLDPRT

Feb 25 10:57:06 2013


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Study PropertiesStudy name Stress Analysis 29546

Analysis type Static

Mesh type Solid Mesh

Thermal Effect: On

Thermal option Include temperature loads

Zero strain temperature 298 Kelvin

Include fluid pressure effects from SolidWorksFlow Simulation

Off

Solver type FFEPlus

Inplane Effect: OffSoft 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(C:\Users\user\Desktop\Tasks\Vision Inquiry\1200dnstress)

UnitsUnit system: SI (MKS)

Length/Displacement m

Temperature Kelvin

Angular velocity Rad/sec

Pressure/Stress N/m^2


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Material Properties

Model Reference Properties Components

Name: ASTM A36 SteelModel type: Linear Elastic Isotropic

Default failurecriterion:

Unknown

Yield strength: 2.5e+008 N/m^2Tensile strength: 4e+008 N/m^2Elastic modulus: 2e+011 N/m^2

Poisson's ratio: 0.26Mass density: 7850 kg/m^3

Shear modulus: 7.93e+010 N/m^2

SolidBody 1(PipeSupport)(1200dn stress),SolidBody 4(ConcreteBase)(1200dn stress)

Curve Data:N/A


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Loads and Fixtures

Fixture name Fixture Image Fixture Details

Fixed-3

Entities: 5 face(s)Type: Fixed Geometry

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) -96304.4 585830 -1321.95 593695

Reaction Moment(N-m) 0 0 0 0

Fixed-1

Entities: 10 edge(s)Type: Fixed Geometry

Resultant ForcesComponents X Y Z Resultant

Reaction force(N) -1.52077e+006 1.8785e+006 -7520.14 2.41693e+006Reaction Moment(N-m) 0 0 0 0

Load name Load Image Load Details

Gravity-1

Reference: Top PlaneValues: 0 0 -9.81

Units: SI


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Force-1

Entities: 4 face(s), 1 plane(s)Reference: Front Plane

Type: Apply forceValues: 467784, -656414, -1581 N

Pressure-1

Entities: 4 face(s)Type: Normal to selected face

Value: 1.5e+006Units: N/m^2

Torque-1

Entities: 4 face(s)Reference: Face< 1 >

Type: Apply torqueValue: 288696 N-m

Torque-2


Type: Apply torque

Value: 1579 N-m

Torque-3


Type: Apply torqueValue: 1604 N-m


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Contact Information

Contact Contact Image Contact Properties

Global Contact

Type: BondedComponents: 1 component(s)

Options: Compatiblemesh


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Mesh InformationMesh type Solid Mesh

Mesher Used: Curvature based mesh

Jacobian points 4 Points

Maximum element size 294.229 mm

Minimum element size 58.8458 mm

Mesh Quality High

Mesh Information - Details

Total Nodes 15765

Total Elements 9822

Maximum Aspect Ratio 706.12

% of elements with Aspect Ratio < 3 79

% of elements with Aspect Ratio > 10 5.67

% of distorted elements(Jacobian) 0

Time to complete mesh(hh;mm;ss): 00:00:03

Computer name: AADEEZ


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Resultant Forces

Reaction ForcesSelection set Units Sum X Sum Y Sum Z ResultantEntire Model N -1.61707e+006 2.46433e+006 -8842.08 2.94753e+006

Reaction MomentsSelection set Units Sum X Sum Y Sum Z Resultant

Entire Model N-m 0 0 0 0


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Study Results

Name Type Min MaxStress1 VON: von Mises Stress 51.4955 N/m^2

Node: 118181.30686e+008 N/m^2Node: 2708

1200dn stress-Stress Analysis 29546-Stress-Stress1


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Name Type Min Max

Displacement1 URES: Resultant Displacement 0 mmNode: 50

0.366326 mmNode: 2731

1200dn stress-Stress Analysis 29546-Displacement-Displacement1


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Name Type Min Max

Strain1 ESTRN: Equivalent Strain 7.08524e-009Element: 5064

0.000321208Element: 1050

1200dn stress-Stress Analysis 29546-Strain-Strain1


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Name Type Min Max

Factor of Safety1 Automatic 1.91298Node: 2708

148324Node: 3757

1200dn stress-Stress Analysis 29546-Factor of Safety-Factor of Safety1

ConclusionThe design is feasible for node 29546 as the maximum deflection occur will be 0.3 mm with the average

factor of safety above 2.9.

Documents

1200dn Stress-Stress Analysis 29546 (1)