1 presented by paul d fotsch & vpds inc april 13, 2011 applying multi-flexbody simulation to...
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![Page 1: 1 Presented by Paul D Fotsch & VPDS Inc April 13, 2011 Applying Multi-Flexbody Simulation to Non-Linear Joint Analysis Presented by Paul D Fotsch & VPDS](https://reader036.vdocuments.us/reader036/viewer/2022062801/56649e2a5503460f94b1809a/html5/thumbnails/1.jpg)
1Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Applying Multi-Flexbody Simulation to Non-Linear Joint
Analysis
Presented by
Paul D Fotsch
&
VPDS Inc
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2Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Project overview
Motivation
Approach
Linear Structural Model Preparation
Cut-Surface Load Transformation
Flexbody Simulation / Data Export
Nonlinear Breakout Model
Breakout Model Analysis
Software Involved
Academic Model
Application Model
Questions / Discussion
Outline
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3Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Employ multi-flexbody simulation to compute quasi-static loads on a reduced Finite Element (FE) Model (FEM).
Convert the reduced FEM loads to a meaningful load distribution on a detailed nonlinear analysis model.
Render from the detailed nonlinear model all pertinent characteristics including load and stress distribution, contact pressure, friction, seal failure, wear, etc.
Project Overview
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4Presented by Paul D Fotsch& VPDS Inc April 13, 2011
System & Detail Models
Multi-Flexbody Simulation Model
Detailed Nonlinear Model
Link ArmFrame
Spherical Bearing
Bolt and Washers
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5Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Multi-flexbody simulation has been shown to be effective for computing structural loads for mechanisms.
Flexbody analysis requires a simplified representation at interfaces (joints) and loss of analysis effectiveness there.
Hence, the goal is to employ flexbody simulation’s ability to render loads away from an interface to perform a more effective analysis of a detailed interface model.
Motivation
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6Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Linear FEM for Flexbodies
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7Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Use a breakout model comprised of partial FE models of the interfacing structures for the detailed nonlinear analysis.
Construct the FE models for both the flexbody simulation and nonlinear analysis to have a common boundary mesh.
Compute load transformation matrices that convert flexbody loads to common boundary node loads during the flexbody creation process.
Approach
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8Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Common Cut-Surfaces Between FEM
Non Linear FEM
Linear FEM
Common Cut-Surface Common Cut-Surface
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9Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Each structure involved in the interface is prepared for the flexbody simulation and breakout model analysis as follows:
Linear Structural Model Preparation
Cut the FE model at a ‘cut-surface’ some distance from the interface to produce a ‘cut-section’.
Simplify the interfaces using constraints, averaging elements, etc.
Mathematically reduce the model using Guyan reduction for flexbody use.
Perform an inertia relief analysis.
Construct a Force Transformation Matrix (FTM) to recover cut-surface forces from flexbody Degree of Freedom (DOF) forces.
Construct a Displacement Transformation Matrix (DTM) to recover cut-surface displacements from flexbody DOF forces.
Note that the cut-surface is the common boundary mesh.
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10Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Full Structure & Cut-Section Models
1UCut-Surface
Cut-Section
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11Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Apply unit loads to each simplified interface DOF as individual load cases.
Compute the inertia relief response for each load case.
Cut-Surface Load Transformation
secF secU Extract cut-surface DOF entries from and and export them for use in loading the breakout model.
secsecsecsecsec UKUMF
Impose the displacement and acceleration results for each load case to the cut-section (partial) model according to:
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12Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Import the reduced FE models into the system model.
Simulate desired operating conditions and expected events.
Export the flexbody forces and body positions/orientations for select time points.
Flexbody Simulation / Data Export
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13Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Academic Model, Double Pendulum
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14Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Double Pendulum Simulation
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15Presented by Paul D Fotsch& VPDS Inc April 13, 2011
The breakout model replaces the simplified representation of the interface with one of great detail and refinement.
Detail will generally include contact surfaces with friction and may include seals and other features.
Additional parts may come into play as well.
In short, all features that represent the real hardware may be modeled.
Nonlinear Breakout Model
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16Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Nonlinear Breakout FEM
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17Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Loads are applied at the cut-surfaces based on the flexbody simulation loads and FTM produced in the FEM preparation step.
Relative deformations are imposed at the cut-surfaces based on the flexbody simulation loads and the DTM produced in the FEM preparation step.
Linear and rotational accelerations, based on the flexbody loads, are imposed on cut-sections and additional parts.
Sufficient DOF are grounded to remove singularities.
A ‘pseudo’ inertia relief analysis is performed.
Breakout Model Analysis
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18Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Loaded Breakout Model
1U 2U
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19Presented by Paul D Fotsch& VPDS Inc April 13, 2011
An in-house program, PRASI, processes cut-section NASTRAN models to produce a single structure’s NASTRAN model.
NASTRAN with its Direct Matrix Abstraction Program (DMAP) language creates the reduced flexbody models and transformation matrices.
Dynasty, by Caterpillar Inc., is used for the flexbody simulation.
The detailed nonlinear breakout model is built for ABAQUS.
An in-house program, POASI, adds the forces and imposes the motions to the ABAQUS model.
Software Involved
Note: The ‘ASI’ in PRASI and POASI comes from the acronym of the internal process name we call ‘Advanced Structural Interface’
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20Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Process Flow Chart
NASTRAN Models
Modified NASTRAN
Models
Flexbody Data
ABAQUS Model
Flexbody Loads
Load Transformation Matrices
Loaded ABAQUS Model
NASTRAN
Dynasty Simulation Program
FEModeler
1
ABAQUS
PRASIPreprocess ASI models
POASIPostprocess ASI models
FEA Post Processor
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21Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Academic Model, Double Pendulum
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22Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Academic Model, Double Pendulum
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Application Model, SUV Linkage
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24Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Application Model, SUV Linkage
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25Presented by Paul D Fotsch& VPDS Inc April 13, 2011
Questions / Discussion
Thank you for your attention.
Contact Information:Paul D FotschVPDS [email protected]