LANDING GEAR STRUT ANALYSIS

Slides:



Advertisements
Similar presentations
Landing Gear Strut Estimated time required: 15 min
Advertisements

Drinking Straw Estimated Time for Completion: ~45min Experience Level: Lower MSC.Patran 2005 r2 MSC.Marc 2005 r2.
O-Ring Estimated Time for Completion: 30 minutes Experience Level: Lower MSC.Marc 2005r2 MSC.Patran 2005r2.
Rubber Seal Estimated Time for Completion: 30 minutes Experience Level: Lower MSC.Marc 2005r2 MSC.Patran 2005r2.
Introduction to ABAQUS 27 th February, Units Before starting to define any model, you need to decide which system of units you will use. ABAQUS.
Introduction to Finite Element Analysis for Structure Design Dr. A. Sherif El-Gizawy.
Define a Composite Material
Introduction to Audio Recording Created by The University of North Texas in partnership with the Texas Education Agency.
Spring Design using Parametric Modeling
WORKSHOP 8 NONLINEAR CONTACT
WORKSHOP 7 TAPERED PLATE WS7-1 NAS120, Workshop 7, November 2003.
Estimated Time for Completion: 30 minutes Experience Level: Lower Compliant Stroke Amplifier MSC.Marc 2005r2 MSC.Patran 2005r2.
1 Pulley System GUI Familiarity Level Required: Lower Estimated Time Required: 40 minutes MSC.ADAMS 2005 r2.
WS Mar120 - Patran Day 1 Overview - Meshing FINITE ELEMENT MODEL OF A 3-D CLEVIS AND PROPERTY ASSIGNMENT.
Using MD Nastran/Patran and MSC.Adams together
INTERFERENCE FITS MAR Interference Fits.
CONTACT ANALYSIS USING 3D BOLTS
Gear Train MSC.ADAMS 2005 r2 GUI Familiarity Level Required: Low
WORKSHOP 11 SPACECRAFT FAIRING
1 F F Double-Cantilevered Bar Estimated time for completion: ~20 min Experience Level: Lower MSC.Patran 2005 r2.
Staple Pin Simulation Estimated Time for Completion: ~35min Experience Level: Lower MSC.Patran 2005 r2 MSC.Marc 2005 r2.
Features: 1. 2D structural analysis (plane stress) 2. Static analysis 3. Quarter symmetric 4. SI units 5. Only the yoke is modeled 6. Material properties.
Crush Pipe Problem Estimated Time for Completion: ~35min Experience Level: Lower MSC.Patran 2005 r2 MSC.Marc 2005 r2.
1 MSC ADAMS 2005 r2 Crank Slider Mechanism on Incline Plane GUI Familiarity Level Required: Lower Estimated Time Required: 1 hour.
Modal Analysis of a Simple Cantilever
Problem 1: Structural Analysis of Signs Post University of Puerto Rico at Mayagüez Department of Mechanical Engineering Modified by (2008): Dr. Vijay K.
1 Extrusion GUI Familiarity Level Required: Lower Estimated Time Required: 30 minutes MSC.ADAMS 2005 r2.
Hertz Contact Estimated Time for Completion: 30 minutes Experience Level: Lower MSC.Marc 2005r2 MSC.Patran 2005r2.
WORKSHOP 1 STEADY STATE HEAT TRANSFER WORKSHOP 1 STEADY STATE HEAT TRANSFER.
1 Bridge Truss Structure Estimated time required: ~30 min Experience level: Lower MSC.Patran 2005 r2.
BREAK FORMING MAR Break Forming Exercise. WS MAR 120, Break Forming, June 2004MAR Break Forming Exercise Model Description: A flat sheet.
WS8C-1 WORKSHOP 8C TENSION COUPON NAS120, Workshop 8C, November 2003.
Mar120, Workshop 7, December 2001 WORKSHOP 7 METAL FORMING A PAPER CLIP WORKSHOP 7 METAL FORMING A PAPER CLIP.
WORKSHOP 4 TRANSIENT HEAT TRANSFER ANALYSIS. WS4-2.
WS Mar120 - Patran Day 1 Overview - Results POST PROCESSING OF STRESS RESULTS.
WS-1 WORKSHOP Define Equivalent Section Plate Properties NAS121, Workshop, May 6, 2002.
BALL JOINT ANALYSIS F=600 lbf MAR 120 – Ball Joint Analysis.
1 Stadium Display Truss – Troubleshooting Estimated time required: 35 min Experience level: Higher MD Patran 2005 r2.
WS6-1 WORKSHOP 6 BRIDGE TRUSS NAS120, Workshop 6, November 2003.
GEOMETRY MODEL OF A 3-D CLEVIS
ANALYSIS OF A CANTILEVER BEAM
1 Assemble Exploded Model GUI Familiarity Level Required: Lower Estimated Time Required: 30 minutes MSC.ADAMS 2005 r2.
Workshop 5-1 NAS101 Workshops Copyright  2001 MSC.Software Corporation WORKSHOP 5 Stiffened Plate Subjected to Pressure Load.
WS8B-1 WORKSHOP 8B TENSION COUPON NAS120, Workshop 8B, November 2003.
WS4-1 WORKSHOP 4 Stadium Truss NAS120, Workshop 4, November 2003.
WS9A-1 WORKSHOP 9A 2½ D CLAMP – SWEEP MESHER NAS120, Workshop 9A, November 2003.
Workshop 2 Steel Bracket Modified by (2008): Dr. Vijay K. Goyal Associate Professor, Department of Mechanical Engineering University of Puerto Rico at.
Bending of a Pipe by a Punch Workshop 8. Workshop Supplement March 15, 2001 Inventory # WS8-2 Utility Menu > File > Read Input from … > pipe.inp.
WORKSHOP 15 PARASOLID MODELING NAS120, Workshop 15, November 2003 WS15-1.
Workshop 9-1 NAS101 Workshops Copyright  2001 MSC.Software Corporation WORKSHOP 9 Buckling Analysis of Plate.
WS8A-1 WORKSHOP 8A TENSION COUPON NAS120, Workshop 8A, November 2003.
Mar120 - Test Specimen Necking NECKING OF A TEST SPECIMEN Symmetry Plane.
NAS133, Workshop 2, August 2011 Copyright© 2011 MSC.Software Corporation WS2 - 1 WORKSHOP 2 SOLID-TO-SOLID CONTACT.
MAR120, Workshop 1, December 2001 WORKSHOP 01 LINEAR AND NONLINEAR ANALYSIS OF A CANTILEVER BEAM.
TORSION OF A SHAFT WITH A SHOULDER FILLET
WS16-1 MAR120, Workshop 16, December 2001 WORKSHOP 16 SPECTRUM RESPONSE ANALYSIS OF A TRANSMISSION TOWER
Workshop 7B-1 NAS101 Workshops Copyright  2001 MSC.Software Corporation WORKSHOP 7B Structure With Spring Support.
Workshop 4-1 NAS101 Workshops Copyright  2001 MSC.Software Corporation WORKSHOP 4 Structure Subjected to Enforced Displacement at an incline.
Chapter Overview In this exercise, a model of a cylindrical pipe is modeled as being crushed between rigid bodies. This model is created using 2D shell.
WORKSHOP 7 LINEAR CONTACT
WORKSHOP 2 SOLID-TO-SOLID CONTACT
FREQUENCY RESPONSE ANALYSIS OF TRANSMISSION TOWER
WORKSHOP 11 PRESS FIT CAT509, Workshop 11, March 2002 WS11-1.
ANALYSIS OF A RUBBER SEAL
WORKSHOP 14 KNOWLEDGEWARE
FLAT PLATE COLUMN BUCKLING
WORKSHOP 10 ANNULAR PLATE
NECKING OF A TEST SPECIMEN
BICYCLE PEDAL STATIC ANALYSIS
ENFORCED MOTION IN TRANSIENT ANALYSIS
Presentation transcript:

LANDING GEAR STRUT ANALYSIS WORKSHOP 1 LANDING GEAR STRUT ANALYSIS NAS120, Workshop 1, November 2003 WS1-1

Problem Description A landing gear strut has been designed for a new fighter jet. Determine if the landing gear strut has been designed properly to withstand the landing load. E = 30 x 106 psi n =0.3 Landing Load = 7,080 lb

Workshop Objectives Learn the typical workflow of a finite element analysis using MSC.Patran and MSC.Nastran.

Suggested Exercise Steps Create a new database and name it strut.db. Import the strut geometry. Mesh the strut to create solid elements. Apply Loads and Boundary Conditions. Create material properties. Create physical properties. Run analysis with MSC.Nastran. Read the results into MSC.Patran. Plot the Von Mises stress and displacement.

Step 1. Create New Database Create a new database called strut.db File / New. Enter strut as the file name. Click OK. Choose Tolerance Based on Model. Select MSC.Nastran as the Analysis Code. Select Structural as the Analysis Type. d e f b c g

Step 2. Import Geometry a b c Import the parasolid file File : Import. Select the file strut.xmt. Click Apply. c

Step 3. Mesh the Object f a b c d e Create a solid mesh Elements: Create / Mesh / Solid. Select the entire solid. Deselect Automatic Calculation under Global Edge Length. Enter 0.5 for the Global Edge Length. Click Apply. Click on the Iso2 View Icon. a b c d e

Step 4. Apply Loads and Boundary Conditions Create a boundary condition Loads/BCs: Create / Displacement / Nodal. Enter hub cylinder as the New Set Name. Click Input Data. Enter <0 0 0> for Translations. Click OK. a d b c e

Step 4. Apply Loads and Boundary Conditions Apply the boundary condition Click Select Application Region. For the Geometry Filter select Geometry. Set the Selection Filter to Surface or Face and select the cylinder at the bottom of the strut, as shown. Click Add. Click OK. Click Apply. b c d a e f

Step 4. Apply Loads and Boundary Conditions Create a load Loads/BCs: Create / Total Load / Element Uniform. Enter landing load as the New Set Name. Click Input Data. Enter <0 –7080 0> for Load. Click OK. a d b c e

Step 4. Apply Loads and Boundary Conditions Apply the load Click Select Application Region. For the Geometry Filter select Geometry. Select the upper circular surface at the top of the strut, as shown. Click Add. Click OK. Click Apply. b c d a e f

Step 5. Create Material Properties Create an isotropic material Materials: Create / Isotropic / Manual Input. Enter steel for the Material Name. Click Input Properties. Enter 30e6 for the Elastic Modulus. Enter 0.3 for the Poisson Ratio. Click OK. Click Apply. a d e b c f g

Step 6. Create Physical Properties Properties: Create / 3D / Solid. Enter strut as the Property Set Name. Click Input Properties. Select steel as the material. Click OK. a d b c e

Step 6. Create Physical Properties Apply the physical properties Click in the Select Members box. Screen pick the entire solid as shown. Click Add. Click Apply. b a c d

Step 7. Run Linear Static Analysis Analyze the model Analysis: Analyze / Entire Model / Full Run. Click Solution Type. Choose Linear Static as the Solution Type. Click OK. Click Apply. a c b d e

Step 8. Read Results into MSC.Patran Attach the results file Analysis: Access Results / Attach XDB / Result Entities. Click Select Results File. Choose the results file strut.xdb. Click OK. Click Apply. a c d b e

Step 9. Plot Stress and Displacement Create a quick plot Results: Create / Quick Plot. Select Stress Tensor as the Fringe Result. Select Displacements, Translational as the Deformation Result. Click Apply. Click on the Iso1 View Icon. a b c d