Ansys Report Garbage Disposal, Study Guides, Projects, Research of Design and Analysis of Algorithms

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Project

First Saved Monday, April 19, 2021 Last Saved Monday, April 19, 2021 Product Version 19.2 Release Save Project Before Solution No Save Project After Solution No

Contents

• Units
• Model (A4) o Geometry ▪ Parts o Materials ▪ Stainless Steel ▪ PTFE (Teflon) ▪ ABS plastic ▪ Structural Steel o Coordinate Systems o Connections ▪ Contacts ▪ Contact Regions o Mesh o Static Structural (A5) ▪ Analysis Settings ▪ Standard Earth Gravity ▪ Rotational Velocity ▪ Loads ▪ Solution (A6) ▪ Solution Information ▪ Results
• Material Data o Stainless Steel o ABS plastic o PTFE (Teflon) o Structural Steel

Units

TABLE 1

Unit System Metric (mm, kg, N, s, mV, mA) Degrees rad/s Celsius Angle Degrees Rotational Velocity rad/s Temperature Celsius

Model (A4)

Geometry

TABLE 2

Model (A4) > Geometry Object Name Geometry State Fully Defined Definition Source C:\Users\User\Documents\Degree UTeM\Sem 5\BMCU3013 Integrated Design Project\New Design\Garbage Disposal.STEP Type Step Length Unit Millimeters Element Control Program Controlled

Yes 1 Definition No Flexible Default Coordinate System By Environment None Material Stainless Steel ABS plastic PTFE (Teflon) Sta Yes Yes Bounding Box 99 mm 16.134 mm 11.725 mm 16.134 mm 11.725 mm 100.04 mm 100. mm

mm mm 7.1853 mm 105.85 mm 83.693 mm 20. mm

66. m 99 mm 11.725 mm 16.134 mm 11.725 mm 16.134 mm 100. mm 100.73 mm

mm

mm Properties 3 mm³ 228.57 mm³ 1.1899e+ mm³ 2.5552e+ mm³

mm³

mm e-002 kg 1.7715e-003 kg 0.12375 kg 0.55447 kg 7.244e- 002 kg

1 mm 49.764 mm 40.026 mm 13.655 mm 23.393 mm 31.706 mm 31.708 mm 31. 59 mm 141.68 mm 46.443 mm 134.8 mm 195. mm

mm 97 mm 107.65 mm 134.02 mm 124.29 mm 97.915 mm 116.09 mm 114.56 mm 115. kg·mm² 7.8528e-003 kg·mm²

kg·mm²

kg·mm²

kg·mm²

kg·m kg·mm² 3.3989e-002 kg·mm²

kg·mm²

kg·mm²

kg·mm²

kg·m kg·mm² 3.1213e-002 kg·mm²

kg·mm²

kg·mm²

kg·mm²

kg·m Statistics 586 491 92382 72832 28639 271 300 66 54716 43775 16544 144 None TABLE 4 Model (A4) > Geometry > Parts Object Name Screw[2] Screw[3] Screw[4] Screw[5] Screw[6] Screw[7] Screw[8] Pipe Fitting 1 in Pipe Fitting

0.5 in & 0.75 in 2 State Meshed Graphics Properties Visible Yes Transparency 1 Definition Suppressed No Stiffness Behavior Flexible Coordinate System Default Coordinate System Reference Temperature By Environment Behavior None Material Assignment Structural Steel Stainless Steel Nonlinear Effects Yes Thermal Strain Effects Yes Bounding Box Length X 8. mm

mm

mm

mm

mm

mm

mm

mm

mm Length Y 13.975 mm

mm

mm Length Z

mm

mm

mm

mm

mm

mm

mm 38.63 mm Properties Volume 166.09 mm³

mm³

mm³ Mass 1.3038e-003 kg 9.0268e- 002 kg 5.9631e- 002 kg Centroid X 78. mm

mm

mm

mm

mm

mm

mm

mm

mm Centroid Y 104.14 mm 192.06 mm 133. mm

mm Centroid Z 115.97 mm

mm

mm

mm

mm

mm

mm

mm Moment of Inertia Ip1 2.0941e-002 kg·mm²^

kg·mm²

kg·mm² Moment of Inertia Ip 3.7712e-003 kg·mm² 19. kg·mm²

kg·mm² Moment of Inertia Ip 2.0938e-002 kg·mm²

kg·mm²

kg·mm² Statistics Nodes 8138 13384 9614 Elements 4322 6870 4877 Mesh Metric None

Coordinate Systems

TABLE 5

Model (A4) > Coordinate Systems > Coordinate System

TABLE 8

Model (A4) > Connections > Contacts > Contact Regions Contact Region Contact Region 2 Contact Region 3 Contact Region 4 Contact Region 5 Contact Region 6 Contact Region 7 Contact Region 8 Contact Region 9 Conta Regio 10 Fully Defined Scope Geometry Selection 5 Faces

Faces 1 Face 19 Faces

Faces 7 Fac 5 Faces

Faces 1 Face^ 19 Faces^

Faces 8 Fac Shredder|Shredder Base Lower Body Shredder|Shredder Blade Shredder|Shredder Blade[2] Shredder|Shredder Blade[3] Shredder|Shredder Blade[4] Shaft

Upper Body Screw Screw[2] Screw[3] Screw No Definition Bonded Automatic Program Controlled Program Controlled 0.65837 mm No Advanced Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled Program Controlled Geometric Modification None None TABLE 9 Model (A4) > Connections > Contacts > Contact Regions

Object Name Contact Region 12 Contact Region 13 Contact Region 14 Contact Region 15 Contact Region 16 Contact Region 17 Contact Region 18 Contact Region 19 Contact Region 20 Contact Region 21 Contact Region 22 State Fully Defined Scope Scoping Method Geometry Selection Contact

Faces 19 Faces 8 Faces 10 Faces 9 Faces

Faces

Faces Target

Faces

Faces 20 Faces^ 3 Faces^

Faces 9 Faces^

Faces

Faces

Faces Contact Bodies Upper Body Target Bodies Shaft

Screw Screw[2] Screw[3] Screw[4] Screw[5] Screw[6] Screw[7] Screw[8] Pipe Fitting 1 in Pipe Fitting 0.5 in & 0.75 in 2 Protected No Definition Type Bonded Scope Mode Automatic Behavior Program Controlled Trim Contact Program Controlled Trim Tolerance 0.65837 mm Suppressed No Advanced Formulation Program Controlled Small Sliding Program Controlled Detection Method Program Controlled Penetration Tolerance Program Controlled Elastic Slip Tolerance Program Controlled Normal Stiffness Program Controlled Update Stiffness Program Controlled Pinball Region Program Controlled Geometric Modification Contact Geometry Correction None Target Geometry Correction None TABLE 10 Model (A4) > Connections > Contacts > Contact Regions

Bounding Box Diagonal 263.35 mm Average Surface Area 113.7 mm² Minimum Edge Length 6.1009e-003 mm Quality Check Mesh Quality Yes, Errors Error Limits Standard Mechanical Target Quality Default (0.050000) Smoothing Medium Mesh Metric None Inflation Use Automatic Inflation None Inflation Option Smooth Transition Transition Ratio 0. Maximum Layers 5 Growth Rate 1. Inflation Algorithm Pre View Advanced Options No Advanced Number of CPUs for Parallel Part Meshing Program Controlled Straight Sided Elements No Number of Retries Default (4) Rigid Body Behavior Dimensionally Reduced Triangle Surface Mesher Program Controlled Topology Checking Yes Pinch Tolerance Please Define Generate Pinch on Refresh No Statistics Nodes 293869 Elements 166623

Static Structural (A5)

TABLE 12

Model (A4) > Analysis Object Name Static Structural (A5) State Solved Definition Physics Type Structural Analysis Type Static Structural Solver Target Mechanical APDL Options Environment Temperature 22. °C Generate Input Only No TABLE 13 Model (A4) > Static Structural (A5) > Analysis Settings Object Name Analysis Settings State Fully Defined Step Controls Number Of Steps 1. Current Step Number

Step End Time 1. s Auto Time Stepping Program Controlled Solver Controls Solver Type Program Controlled Weak Springs Off Solver Pivot Checking Program Controlled Large Deflection Off Inertia Relief Off Rotordynamics Controls Coriolis Effect Off Restart Controls Generate Restart Points Program Controlled Retain Files After Full Solve No Combine Restart Files Program Controlled Nonlinear Controls Newton-Raphson Option Program Controlled Force Convergence Program Controlled Moment Convergence Program Controlled Displacement Convergence Program Controlled Rotation Convergence Program Controlled Line Search Program Controlled Stabilization Off Output Controls Stress Yes Strain Yes Nodal Forces No Contact Miscellaneous No General Miscellaneous No Store Results At All Time Points Analysis Data Management Solver Files Directory C:\Users\User\Documents\Degree UTeM\Sem 5\BMCU3013 Integrated Design Project\New Design\Garbage Disposal 1_files\dp0\SYS\MECH
Future Analysis None Scratch Solver Files Directory Save MAPDL db No Contact Summary Program Controlled Delete Unneeded Files Yes Nonlinear Solution No Solver Units Active System Solver Unit System nmm

FIGURE 2

Model (A4) > Static Structural (A5) > Rotational Velocity TABLE 16 Model (A4) > Static Structural (A5) > Loads Object Name Fixed Support Fluid Solid Interface State Fully Defined Scope Scoping Method Geometry Selection Geometry 2 Faces 3 Faces Definition Type Fixed Support Fluid Solid Interface Suppressed No Interface Number 1. Data to Transfer [Expert] Program Controlled

Solution (A6)

TABLE 17

Model (A4) > Static Structural (A5) > Solution Object Name Solution (A6) State Solved Adaptive Mesh Refinement Max Refinement Loops 1. Refinement Depth 2. Information Status Done MAPDL Elapsed Time 3 m 59 s MAPDL Memory Used 2.0137 GB MAPDL Result File Size 161.69 MB

Post Processing Beam Section Results No On Demand Stress/Strain No TABLE 18 Model (A4) > Static Structural (A5) > Solution (A6) > Solution Information Object Name Solution Information State Solved Solution Information Solution Output Solver Output Newton-Raphson Residuals 0 Identify Element Violations 0 Update Interval 2.5 s Display Points All FE Connection Visibility Activate Visibility Yes Display All FE Connectors Draw Connections Attached To All Nodes Line Color Connection Type Visible on Results No Line Thickness Single Display Type Lines TABLE 19 Model (A4) > Static Structural (A5) > Solution (A6) > Results Object Name Total Deformation Equivalent Elastic Strain Volume^ Equivalent Elastic Strain 2 State Solved Scope Scoping Method Geometry Selection Geometry All Bodies Definition Type Total Deformation Equivalent Elastic Strain Volume Equivalent Elastic Strain By Time Display Time Last Calculate Time History Yes Identifier Suppressed No Results Minimum 0. mm 3.5021e- 011 mm/mm 1.699e- 004 mm³ 3.5021e-011 mm/mm Maximum 1.7311e-002 mm 1.5898e- 004 mm/mm 483.12 mm³^ 1.5898e-004 mm/mm Average 7.9388e-004 mm 3.1992e-^006 mm/mm 3.1992e-006 mm/mm Minimum Occurs On Lower Body Screw[8] Body Mount Screw[8] Maximum Occurs On Shredder|Shredder Blade[2] Shredder|Shredder Base Upper Body Shredder|Shredder Base Total 4.4548e+ mm³

FIGURE 5

Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Elastic Strain

TABLE 21

Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Elastic Strain Time [s] Minimum [mm/mm] Maximum [mm/mm] Average [mm/mm]

1. 3.5021e- 011 1.5898e- 004 3.1992e- 006 FIGURE 6 Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Elastic Strain > Figure

TABLE 22

Model (A4) > Static Structural (A5) > Solution (A6) > Volume Time [s] Minimum [mm³] Maximum [mm³] Total [mm³]

1. 1.699e- 004 483.12 4.4548e+ FIGURE 8 Model (A4) > Static Structural (A5) > Solution (A6) > Volume > Figure

• FIGURE
• Model (A4) > Static Structural (A5) > Solution (A6) > Equivalent Elastic Strain