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NX Nastran Dynamic Analysis-4 Days.pub - inno-venture.com

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SIEMENS UGS <strong>NX</strong> NASTARN Training<br />

<strong>NX</strong> NASTRAN <strong>Dynamic</strong> <strong>Analysis</strong><br />

YY- Stress PSD<br />

Location<br />

Duration<br />

Course Fee<br />

: I-VTech Solutions Pte Ltd<br />

: 4 <strong>Days</strong><br />

: S$1500 / Pax<br />

RMS=19.7 MPa<br />

<strong>Dynamic</strong> Response<br />

The <strong>NX</strong> NASTARN <strong>Dynamic</strong>s <strong>Analysis</strong> course is a <strong>com</strong>prehensive presentation of the dynamic capabilities available<br />

in <strong>NX</strong> <strong>Nastran</strong>. It covers both fundamental and advanced topics with an emphasis on practical applications and example<br />

problems. The class is focused on the application of <strong>NX</strong> <strong>Nastran</strong> to solve real world dynamics problems. The fundamentals of<br />

structural dynamics and the application of numerical methods to solve dynamics problems are covered. The theory is then<br />

applied to the solution of real world dynamics problems using the dynamic analysis capabilities of <strong>NX</strong> <strong>Nastran</strong>. Delivery is<br />

performed in the context of <strong>NX</strong> <strong>Nastran</strong> ASCII input and output files and not in the context of <strong>com</strong>mercially available preand<br />

postprocessors.<br />

Course Overview<br />

• Review of Fundamentals<br />

• <strong>Dynamic</strong> Modeling Input<br />

• Normal mode analysis<br />

• Reduction in <strong>Dynamic</strong> <strong>Analysis</strong><br />

• Rigid body dynamics<br />

• System Damping<br />

• Transient Response <strong>Analysis</strong><br />

• Frequency Response <strong>Analysis</strong><br />

• Direct Matrix Input<br />

• <strong>Dynamic</strong> Equations of Motion<br />

• Residual Vector Methods<br />

• Enforced Motion<br />

• Shock and Response Spectrum <strong>Analysis</strong><br />

• Random Response <strong>Analysis</strong><br />

• Complex Eigenvalue <strong>Analysis</strong><br />

• Normal Mode <strong>Analysis</strong> Using Parts<br />

• Superelement<br />

• Normal Modes of Preloaded Structures<br />

• <strong>Dynamic</strong> Design Optimization<br />

• Test-<strong>Analysis</strong> Correlation<br />

• <strong>Dynamic</strong> design optimization<br />

I-VTech<br />

Solutions Pte Ltd<br />

www.<strong>inno</strong>-<strong>venture</strong>.<strong>com</strong><br />

Who Should Attend<br />

• CAE Engineers<br />

• CAE Specialists<br />

• System managers<br />

• Design Engineers<br />

.<br />

Provided Course Materials<br />

• Student Guide<br />

• Work Book<br />

Prerequisites<br />

<strong>NX</strong> <strong>Nastran</strong> Linear Statics and Normal<br />

Modes <strong>Analysis</strong> course<br />

For enquiries, please call:<br />

• Jasmine (Tel: 6484 8863)<br />

email: jasmine.tang@<strong>inno</strong>-<strong>venture</strong>.<strong>com</strong><br />

• Logesh (Tel: 6484 8863)<br />

email: Logesh@<strong>inno</strong>-<strong>venture</strong>.<strong>com</strong><br />

Singapore - Blk 5012 Ang Mo Kio Avenue 5 #04-11 Techplace II Singapore 569876 Tel : 65-6484 8863 Fax : 65-6484 8861<br />

JB - Suite 301 Level 3 Bangunan Ang No. 1 Jalan Jeram Taman Tasek 80200 Johor Bahru Tel : 607-2323 863 Fax : 607-2323 861<br />

Penang - 18-35-C Menara Gurney Persiaran Gurney 10250 Penang Tel : 604-2289 863 Fax : 604-2289 861


SIEMENS UGS <strong>NX</strong> NASTARN Training<br />

<strong>NX</strong> NASTRAN <strong>Dynamic</strong> <strong>Analysis</strong><br />

Day 1<br />

Review of Fundamentals<br />

• Review of Fundamentals<br />

• Overview of dynamic analysis process<br />

• Single dof system<br />

• Units<br />

• Single dof system - undamped free vibrations<br />

• Single dof system - damped free vibrations<br />

• Damped free vibrations—underdamped case<br />

• Single dof system - undamped sinusoidal vibrations<br />

• Magnification factor<br />

• Single dof system - damped sinusoidal vibrations<br />

• Magnification factor<br />

• Multi-degree of freedom system<br />

• Classification of dynamic environments<br />

• <strong>Dynamic</strong> excitations<br />

• Finite element dynamic modelling considerations<br />

• Nx nastran documentation<br />

• Text references on dynamic analysis<br />

<strong>Dynamic</strong> Modeling Input<br />

• Nx nastran input file setup<br />

• Nx nastran bulk data entry format<br />

• Finite element analysis<br />

• Commonly used elastic elements<br />

• Coupled versus lumped mass<br />

• Rod finite element<br />

• Justification for nx nastran coupled mass convention<br />

• Mass units<br />

• Mass input<br />

• Conm2<br />

• Basic nx nastran set operations<br />

• Nx nastran set definition<br />

• Tips on model verification<br />

Day 1<br />

Normal Modes <strong>Analysis</strong><br />

• Reasons to <strong>com</strong>pute natural frequencies and normal<br />

modes<br />

• Theoretical results<br />

• Important facts and results regarding<br />

• Normal modes and natural frequencies<br />

• Additional modal properties<br />

• Methods of <strong>com</strong>putation<br />

• Sturm sequence theory<br />

• Lanczos method<br />

• User interface for lanczos method<br />

• User interface for all methods<br />

• Solution control for normal modes<br />

• Case control output<br />

• Workshop #1 - modal analysis of a flat plate<br />

Reduction in <strong>Dynamic</strong> <strong>Analysis</strong><br />

• Introduction to dynamic reduction<br />

• Reduction methods for dynamics available with nx<br />

nastran<br />

• Static condensation (internal calculation)<br />

• User interface<br />

• Solution control for guyan reduction<br />

• Difficulties with guyan reduction<br />

• Modal reduction<br />

• Solution control for modal reduction<br />

• Workshop #2 - normal modes analysis using guyan reduction<br />

I-VTech<br />

Solutions Pte Ltd<br />

www.<strong>inno</strong>-<strong>venture</strong>.<strong>com</strong><br />

Singapore - Blk 5012 Ang Mo Kio Avenue 5 #04-11 Techplace II Singapore 569876 Tel : 65-6484 8863 Fax : 65-6484 8861<br />

JB - Suite 301 Level 3 Bangunan Ang No. 1 Jalan Jeram Taman Tasek 80200 Johor Bahru Tel : 607-2323 863 Fax : 607-2323 861<br />

Penang - 18-35-C Menara Gurney Persiaran Gurney 10250 Penang Tel : 604-2289 863 Fax : 604-2289 861


SIEMENS UGS <strong>NX</strong> NASTARN Training<br />

<strong>NX</strong> NASTRAN <strong>Dynamic</strong> <strong>Analysis</strong><br />

Rigid Body Modes<br />

Day 2<br />

• Rigid body modes and rigid body vectors –<br />

• Theoretical considerations<br />

• Calculation of rigid body modes<br />

• Selection of “suport” degrees of freedom<br />

• Checking of “suport” degrees of freedom<br />

• Rigid body modes and rigid body vectors<br />

Damping<br />

• Damping<br />

• Structural damping versus viscous damping<br />

• Structural damping versus viscous damping<br />

• (constant displacement<br />

• Damping summary<br />

• Structural damping<br />

• Viscous damping<br />

• Modal damping<br />

• Rayleigh damping<br />

Transient Response <strong>Analysis</strong><br />

• Introduction to transient response analysis<br />

• Direct transient response<br />

• Damping in direct transient response<br />

• Modal transient response<br />

• Damping in modal transient response<br />

• Data recovery in modal transient response<br />

• Mode truncation<br />

• Transient excitation<br />

• Tload1 entry<br />

• Tload2 entry<br />

• Load set <strong>com</strong>bination - dload<br />

Day 2<br />

• Static load – indirect method<br />

• Static load – direct method<br />

• Transient excitation considerations<br />

• Initial conditions<br />

• Modal transient versus direct transient<br />

• Solution control for transient analysis<br />

• Case control output<br />

• Workshop #3 - direct transient response<br />

• Workshop #4 - modal transient response<br />

Frequency Response <strong>Analysis</strong><br />

• Introduction to frequency response analysis<br />

• Direct frequency response<br />

• Modal frequency response<br />

• Excitation definition<br />

• Rload<br />

• Rload2<br />

• Frequency response considerations<br />

• Freqi entries<br />

• <strong>Dynamic</strong> data recovery<br />

• Modal versus direct frequency response<br />

• Sort1 versus sort2 output<br />

• Solution control for frequency response<br />

• Case control output<br />

• Frequency-dependent springs and dampers<br />

• Cbush<br />

• Pbush<br />

• Pbusht<br />

• Frequency-dependent impedance sample<br />

• Sample using cbush element<br />

• Displacement output for cbush element<br />

• Force output for cbush element<br />

• Workshop #5 - direct frequency response<br />

• Workshop #6 - modal frequency response<br />

I-VTech<br />

Solutions Pte Ltd<br />

www.<strong>inno</strong>-<strong>venture</strong>.<strong>com</strong><br />

Singapore - Blk 5012 Ang Mo Kio Avenue 5 #04-11 Techplace II Singapore 569876 Tel : 65-6484 8863 Fax : 65-6484 8861<br />

JB - Suite 301 Level 3 Bangunan Ang No. 1 Jalan Jeram Taman Tasek 80200 Johor Bahru Tel : 607-2323 863 Fax : 607-2323 861<br />

Penang - 18-35-C Menara Gurney Persiaran Gurney 10250 Penang Tel : 604-2289 863 Fax : 604-2289 861


SIEMENS UGS <strong>NX</strong> NASTARN Training<br />

<strong>NX</strong> NASTRAN <strong>Dynamic</strong> <strong>Analysis</strong><br />

Day 3<br />

Residual Vector Methods<br />

• Concept of modal approach<br />

• How do i <strong>com</strong>pensate for the missing modal contents<br />

• Residual vector<br />

• User interface for residual vector<br />

• Example<br />

• Input file for using modal method<br />

• With residual vector<br />

• Results <strong>com</strong>parison<br />

• General re<strong>com</strong>mendation<br />

Enforced Motion<br />

• Enforced motion in dynamic analysis<br />

• <strong>Analysis</strong> methods<br />

• Method 1<br />

• Degree of freedom sets<br />

• Basic equations<br />

• Equations for transient response<br />

• Equations for frequency response<br />

• Modal reduction<br />

• User interface<br />

• The type field<br />

• Example: executive and case control decks<br />

• Example: bulk data deck<br />

• Workshop #7 - direct transient response with<br />

• Enforced acceleration<br />

• Workshop #8 – modal transient response<br />

• With enforced acceleration<br />

• Workshop #9 - direct frequency<br />

• Response with enforced displacement<br />

• Workshop #10 - modal frequency<br />

• Response with enforced displacement<br />

Day 3<br />

Shock and Response Spectrum<br />

<strong>Analysis</strong><br />

• Response spectrum<br />

• Response spectrum generation<br />

• Applying spectra<br />

• Workshop #11 – generation of shock spectrum input<br />

• Workshop #12 – application of the shock spectrum<br />

Random Response <strong>Analysis</strong><br />

• Classification of dynamic environments<br />

• Random response analysis<br />

• Random analysis theory<br />

• Examples of random dynamic environments<br />

• Example of ensemble of ergodic random data<br />

• Autocorrelation and autospectrum<br />

• Calculation of linear system response to<br />

• Ergodic random excitation<br />

• Definition of multiple input-output spectral<br />

• Relationship for a linear system<br />

• Random analysis as implemented in nx nastran<br />

• Randps entry<br />

• Tabrnd1 entry<br />

• Input required for random response analysis<br />

• Random analysis re<strong>com</strong>mendations<br />

• Workshop #13 - random response with single input<br />

• Workshop #14 - random response with<br />

• Multiple inputs<br />

I-VTech<br />

Solutions Pte Ltd<br />

www.<strong>inno</strong>-<strong>venture</strong>.<strong>com</strong><br />

Singapore - Blk 5012 Ang Mo Kio Avenue 5 #04-11 Techplace II Singapore 569876 Tel : 65-6484 8863 Fax : 65-6484 8861<br />

JB - Suite 301 Level 3 Bangunan Ang No. 1 Jalan Jeram Taman Tasek 80200 Johor Bahru Tel : 607-2323 863 Fax : 607-2323 861<br />

Penang - 18-35-C Menara Gurney Persiaran Gurney 10250 Penang Tel : 604-2289 863 Fax : 604-2289 861


SIEMENS UGS <strong>NX</strong> NASTARN Training<br />

<strong>NX</strong> NASTRAN <strong>Dynamic</strong> <strong>Analysis</strong><br />

Day 4<br />

Complex Eigenvalue <strong>Analysis</strong><br />

• Complex eigenvalue analysis<br />

• Complex eigensolutions - theory<br />

• Complex eigensolutions in nx nastran<br />

• Input required for <strong>com</strong>plex eigenanalysis<br />

• Workshop #12 - <strong>com</strong>plex eigenanalysis<br />

Normal Mode <strong>Analysis</strong> Using Parts<br />

Superelement<br />

• What is a superelement?<br />

• How are parts superelement defined in nx nastran?<br />

• Sample problem - steel stamping<br />

• Model definition for sample problem<br />

• Sample problem - steel stamping superelement 1<br />

• Partitioned solutions<br />

• Theory of static condensation<br />

• Advantages of superelement analysis<br />

• Disadvantages of superelement analysis<br />

• Conventional analysis<br />

• Superelement analysis<br />

• Superposition of partial solutions<br />

• Superelement reduction methods available in<br />

• <strong>Dynamic</strong> analysis<br />

• Degrees of reduction<br />

• Guyan or static reduction<br />

• Comparison of reduction methods<br />

• Advantages of each reduction method<br />

• Calculation of normal modes using<br />

• Static reduction only<br />

• Calculation of normal modes using<br />

• <strong>Dynamic</strong> reduction for superelements<br />

• Senqset<br />

• Spoint<br />

Day 4<br />

• Qset<br />

• Qset1<br />

• Bset<br />

• Bset1<br />

• Cset<br />

• Cset1<br />

• Default cms method “fixed boundary” cms<br />

• Solution by hand<br />

• Solution using nx nastran sol 103<br />

• Output from spring model cms run<br />

YY- Stress PSD<br />

RMS=19.7 MPa<br />

<strong>Dynamic</strong> Response<br />

I-VTech<br />

Solutions Pte Ltd<br />

www.<strong>inno</strong>-<strong>venture</strong>.<strong>com</strong><br />

Singapore - Blk 5012 Ang Mo Kio Avenue 5 #04-11 Techplace II Singapore 569876 Tel : 65-6484 8863 Fax : 65-6484 8861<br />

JB - Suite 301 Level 3 Bangunan Ang No. 1 Jalan Jeram Taman Tasek 80200 Johor Bahru Tel : 607-2323 863 Fax : 607-2323 861<br />

Penang - 18-35-C Menara Gurney Persiaran Gurney 10250 Penang Tel : 604-2289 863 Fax : 604-2289 861


SIEMENS UGS <strong>NX</strong> NASTARN Training<br />

<strong>NX</strong> NASTRAN <strong>Dynamic</strong> <strong>Analysis</strong><br />

Day 4<br />

Normal Modes of Preloaded<br />

Structures<br />

• Normal modes with differential stiffness<br />

• Workshop #14 - normal modes with preload<br />

<strong>Dynamic</strong> Design Optimization<br />

• What is “design optimization”?<br />

• Basic features implemented in nx nastran<br />

• Strengths of nx nastran structural optimization<br />

• Optimization capabilities supported<br />

• Basic optimization problem statement<br />

• Design optimization in nx nastran<br />

• Commonly used optimization bulk data entries<br />

• Workshop #18 - optimization using normal modes<br />

• Direct specification of <strong>com</strong>monly used functions<br />

• Optimization example using frequency response<br />

• Optimization statement<br />

• <strong>Dynamic</strong> load input<br />

• Tabled4 entry for this sample<br />

• <strong>Dynamic</strong> response sensitivity<br />

• Description of the design model<br />

• Workshop #19 - optimization using<br />

• Frequency response<br />

• Results of optimization<br />

• Wheel response<br />

• Driver’s seat response<br />

• Conclusion<br />

Eigen Frequency Hz<br />

Eigen Frequency Hz<br />

1.0E+05<br />

1.0E+04<br />

1.0E+03<br />

1.0E+02<br />

700<br />

700<br />

600<br />

Mode 1<br />

Mode Mode 2 1<br />

600<br />

Mode Mode 3 2<br />

500<br />

500<br />

Mode Mode 4 3<br />

400 1P Mode 4<br />

400 1P<br />

300<br />

300<br />

200<br />

200<br />

100<br />

100<br />

0<br />

0 100 200 300 400 500 600 700<br />

0 100 200 Rotational 300Speed 400Hz<br />

500 600 700<br />

Rotational Speed Hz<br />

Total RMS = 537.26<br />

537.92<br />

537.91<br />

1.0E+01<br />

1.0E+00<br />

1.0E-01<br />

1 10 100<br />

1001<br />

FREQUENCY<br />

I-VTech<br />

Solutions Pte Ltd<br />

www.<strong>inno</strong>-<strong>venture</strong>.<strong>com</strong><br />

Singapore - Blk 5012 Ang Mo Kio Avenue 5 #04-11 Techplace II Singapore 569876 Tel : 65-6484 8863 Fax : 65-6484 8861<br />

JB - Suite 301 Level 3 Bangunan Ang No. 1 Jalan Jeram Taman Tasek 80200 Johor Bahru Tel : 607-2323 863 Fax : 607-2323 861<br />

Penang - 18-35-C Menara Gurney Persiaran Gurney 10250 Penang Tel : 604-2289 863 Fax : 604-2289 861

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