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  <title>Papers submitted personally by authors </title>
  <link>http://www.dynalook.com</link>
  
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            <rdf:li rdf:resource="http://www.dynalook.com/Personally/af02_v10_elsaesser_trw.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/gothenburg2002.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/70.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/60.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/46.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/45.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/44.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/43.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/42.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/41.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/30.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/20.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/forming_parameters_maker_zhu.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/af02_v4_rzesnitzek_dc.pdf"/>
        
        
            <rdf:li rdf:resource="http://www.dynalook.com/Personally/T4-paper_Goetheburg_1999.pdf"/>
        
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    <item rdf:about="http://www.dynalook.com/Personally/af02_v10_elsaesser_trw.pdf">        <title>Comparison of different element types in structural analysis</title>        <link>http://www.dynalook.com/Personally/af02_v10_elsaesser_trw.pdf</link>        <description>Components for occupant restraint systems usually undergo structural analysis
before hardware prototypes are made. In most cases the simulation is nonlinear in
geometry, material and boundary conditions. Additionally, the load case often is
highly dynamic. For this purpose explicit FEM is a suitable tool. It is well known, that
the accuracy of deformations and especially stresses has to be checked carefully in
some cases. Therefore, a comparison of different modeling approaches has been
performed for basic analytical load cases. The examined variations included: Shell
and solid mesh, different degrees of discretization, element formulations. All models
have been run in LS-DYNA, some selected ones as well in PAMCRASH and
ABAQUS Standard, for reasons of comparison. Two basic load cases have been
examined:
a) Prismatic cantilever beam with rectangular cross section, under a single force
    load.
b) Circular plate, fixed at the boundary, under pressure load.
These two models have been chosen in order to have an analytical solution to
compare the numerical results with. All models have been run under linear
conditions: Elastic, isotropic material behaviour and small deformations. The solution
of each variation has been compared to the analytical one.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:06:47Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/gothenburg2002.pdf">        <title>  OBSERVATIONS DURING VALIDATION OF SIDE IMPACT DUMY MODELS - CONSEQUENCES FOR THE     DEVELOPMENT OF THE FAT ES-2 MODEL </title>        <link>http://www.dynalook.com/Personally/gothenburg2002.pdf</link>        <description>Detailed finite element side impact dummy models of the USSID and EUROSID have been
developed in cooperation with the German Association for Automotive Research (FAT) dur-
ing the last 5 years. Both models are validated using tests at material and component levels as
well as fully assembled models. The development of the LS-DYNA dummy models has been
performed by the authors. Both models are used by nearly all car manufacturers worldwide
which use LS-DYNA for occupant safety simulations.
EuroNCAP (European New Car Assessment Program) announced recently a modified testing
protocol for side impact assessment using the ES-2 dummy instead of the EUROSID-1
dummy. The ES-2 dummy is identical in many parts with the EUROSID-1 dummy but shows
different behavior in experiments. Hence, the development of a model for the ES-2 dummy is
of great interest for the automotive engineers working in the field of passive safety.
The FAT has launched a project similar to the previous one to develop an ES-2 model. Due to
urgent need of the model in the industry a tight schedule is given for the development. The
first release of the model is already available. DYNAmore GmbH is responsible for the de-
veloping the LS-DYNA models. This paper summarizes experiences gained during the vali-
dation of the EUROSID-1 and USSID model and describes the tests performed to validate the
ES-2 model. Finally, the performance of the first version of the ES-2 model and the schedule
for the project is presented.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:07:29Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/70.pdf">        <title>DEVELOPMENT OF A COUPLED FINITE ELEMENT     AND MESH-FREE METHOD IN LS-DYNA </title>        <link>http://www.dynalook.com/Personally/70.pdf</link>        <description>A coupled finite element and mesh-free method for the solid and structure analysis has been proposed. This method
is developed to minimize the mesh distortion problems encountered in the finite element analysis and to reduce the
high CPU cost associated with the mesh-free computation.
To couple the mesh-free method with the LS-DYNA, an interface constraint has been developed. This interface
constraint is introduced onto the interfaces between finite element and mesh-free zones, and mesh-free and mesh-
free zones. The completeness condition is imposed in the solution approximation to achieve the desired consistency
across the interfaces.
To satisfy the linear exactness in the mesh-free Galerkin approximation of the Dirichlet boundary value problem, two
integration constraints have been developed. A local boundary integration scheme has been proposed to satisfy the
first integration constraint and to eliminate the possible hourglass modes. The interface constraint is further
extended to the essential boundaries to meet the second integration constraint and to reduce the computation time on
the imposition of essential boundary conditions. Several examples are solved to evaluate the numerical performance.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:07:42Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/60.pdf">        <title>S.P.H. : A SOLUTION TO AVOID USING EROSION CRITERION? </title>        <link>http://www.dynalook.com/Personally/60.pdf</link>        <description>A new particle element has been added to LS-DYNA. It is based on Smoothed Particle Hydrodynamics theory.
SPH is a meshless lagrangian numerical technique used to modelize the fluid equations of motion. SPH has
proved to be useful in certain class of problems where large mesh distortions occur such as high velocity
impact, crash simulations or compressible fluid dynamics.
First, the basis principles of the SPH method will be introduced. Then, the model of perforation of a bullet
through a thin plate will be presented. Two models are realised: one is made of lagrangian brick elements only,
and the second one uses SPH elements for the plate. Finally, a discussion is proposed on the different methods
used to deal with the penetration problem.

</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:07:51Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/46.pdf">        <title>ON THE ROBUSTNESS OF A SIMPLE DOMAIN REDUCTION   SCHEME FOR SIMULATION-BASED OPTIMIZATION </title>        <link>http://www.dynalook.com/Personally/46.pdf</link>        <description>This paper evaluates a Successive Response Surface Method (SRSM) specifically
developed for simulation-based design optimization, e.g. that of explicit nonlinear
dynamics in crashworthiness design. Linear response surfaces are constructed in a
subregion of the design space using a design of experiments approach with a D-optimal
experimental design. To converge to an optimum, a domain reduction scheme is utilized.
The scheme requires only one user-defined parameter, namely the size of the initial
subregion. During optimization, the size of this region is adapted using a move reversal
criterion to counter oscillation and a move distance criterion to gauge accuracy. To test its
robustness, the results using the method are compared to SQP results of a selection of the
well-known Hock and Schittkowski problems. Although convergence to a small tolerance
is slow when compared to SQP, the SRSM method does remarkably well for these
sometimes pathological analytical problems. The second test concerns three engineering
problems sampled from the nonlinear structural dynamics field to investigate the method’s
handling of numerical noise and non-linearity. It is shown that, despite its simplicity, the
SRSM method converges stably and is relatively insensitive to its only user-required input
parameter.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:07:58Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/45.pdf">        <title>  THE IDENTIFICATION OF RATE-DEPENDENT MATERIAL PROPERTIES IN FOAMS USING LS-OPT </title>        <link>http://www.dynalook.com/Personally/45.pdf</link>        <description>In the past years more and more complex materials, e. g. plastic and metallic foams, honey-comb materials,
different types of glues, epoxy-glass materials etc., were incorporated in a wide range of products, particularly
in the automotive industry. For the modeling of such materials within nonlinear dynamic problems numerous
material models are available in LS-DYNA. However, the application of these material models require the
knowledge of the ma-terial parameters describing the behavior of the specific material. The accuracy of the
Finite-Element simulations depend authoritatively on the quality of the involved material parame-ters. In
order to obtain these material parameters the calibration of the model is necessary through comparison with
experimental data.
The main objective of this paper is to demonstrate the calibration of a nonlinear material model by minimizing
the difference of the model response and the experimental tests. As an example, a low density styrofoam is
considered which is described by a material model with strain rate effects (Fu-Chang Model (LS-DYNA,
1999)). The minimization problem is solved via the Response Surface Method (Myers, 1995) using the
commercial optimization code LS-OPT.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:08:16Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/44.pdf">        <title> MULTIDISCIPLINARY DESIGN OPTIMIZATION OF AUTOMOTIVE CRASHWORTHINESS AND NVH USING RESPONSE SURFACE METHODS </title>        <link>http://www.dynalook.com/Personally/44.pdf</link>        <description>This paper describes the multidisciplinary design optimization of a full vehicle to
minimize mass while complying with crashworthiness and Noise, Vibration and
Harshness (NVH) constraints. A full frontal impact is used for the crashworthiness
simulation in the nonlinear dynamics code, LS-DYNA. The NVH constraints are
evaluated from an implicit modal analysis of a body-in-white vehicle model using LS-
DYNA. Seven design variables describe the structural components of which the
thickness can be varied. The components are the aprons, shotguns, rails, cradle rails and
the cradle cross member. The crashworthiness constraints relate to crush energy and
displacement, while the torsional frequency characteristics are obtained from the modal
analysis. The Multidisciplinary Feasible (Fully Integrated) formulation, in which full
sharing of the variable sets is employed, is used as the reference case. In an attempt to
investigate global optimality, three starting designs are used. Based on a Design of
Experiments analysis of variance of the fully-shared variable results for each starting
design, discipline-specific variables are selected from the full set using the sensitivity of
the disciplinary responses. The optimizer used in all cases is the Successive Response
Surface Method as implemented in LS-OPT. It is shown that partial sharing of the
variables not only reduces the computational cost in finding an optimum due to fewer,
more sensitive variables, but also leads to a better result. The mass of the vehicle is
reduced by 4.7% when starting from an existing baseline design, and by 2.5% and 1.1%
when starting from a lightest and heaviest starting design respectively.


</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:08:28Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/43.pdf">        <title>MATERIAL IDENTIFICATION IN STRUCTURAL OPTIMIZATION  USING RESPONSE SURFACES </title>        <link>http://www.dynalook.com/Personally/43.pdf</link>        <description>This paper evaluates the use of a response surface optimization algorithm for structural
material or parameter identification. The algorithm used is the Successive Response
Surface Method (SRSM) as implemented in LS-OPT. Two methods are used in the
formulation of the optimization problem. The first is to minimize the maximum deviation
of the distance function between the simulated and experimental results at selected points,
while the second approach minimizes the more standard least squares residual form of the
distance function, effectively providing a compromised match over all the parameters
selected. SRSM uses a trust region that is adapted using a heuristic contraction and panning
approach. The method has only one user-required parameter, the size of the initial trust
region. To illustrate the robustness of SRSM as a material identification tool, three test
cases are presented. The first concerns the identification of the power-law material
parameters of a simple tensile test specimen. The second test case determines the leakage
coefficient-pressure load curve of an airbag given experimental kinematic data of a chest
form impacting the airbag. The third test case involves material identification of a rate-
dependent low-density foam material. It is shown that SRSM essentially converges within
10 iterations for all the test cases, and that the two distance function minimization
approaches produce similar results.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:08:39Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/42.pdf">        <title>An Optimization Procedure For Springback Compensation Using LS-OPT </title>        <link>http://www.dynalook.com/Personally/42.pdf</link>        <description>The purpose of this study is to develop a methodology for springback compensation in sheet
metal stamping operations. An optimization method is employed to minimize the difference
between the simulation results and the intended design. This procedure results in an optimized
die shape. LS-DYNA, LS-OPT and TrueGrid are used to input original tool geometry, material,
and process parameters, identify design variables, perform springback simulations, and output
optimized tool geometry. It is found that springback trends are consistent with changes in the die
shape, which provides an effective strategy for springback compensation. The standard
NUMISHEET’96 S-Rail is used as a benchmark example in this study.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:09:00Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/41.pdf">        <title> RESPONSE SURFACE AND SENSITIVITY-BASED OPTIMIZATION IN LS-OPT: A BENCHMARK STUDY </title>        <link>http://www.dynalook.com/Personally/41.pdf</link>        <description>This paper evaluates the robustness of LS-OPT for response surface and design sensitivity-based
optimization. The methodology uses linear response surfaces constructed in a subregion of the
design space. These are constructed using either a design of experiments approach with a
D-optimal experimental design or the available analytical or numerical gradient. The approach
utilizes a domain reduction scheme to converge to an optimum. The scheme requires only one
user-defined parameter, namely the size of the initial subregion. To test its robustness, the results
using the method are compared to SQP results of a selection of the well-known Hock and
Schittkowski problems. Although convergence to a small tolerance is predictably slow when
compared to SQP, LS-OPT does remarkably well for these, sometimes pathological, analytical
problems.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:09:14Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/30.pdf">        <title>New LS-DYNA Fluids Solvers</title>        <link>http://www.dynalook.com/Personally/30.pdf</link>        <description>This paper discusses two new fluid solvers that will be included with releases of LS-DYNA after LS960. The first
one is a new compressible solver based upon the Space-Time Conservation Element and Solution Element Method
(or the CE/SE method for short), and the second one is an incompressible fluid FEM solver.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:09:29Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/20.pdf">        <title>Processing of Equality Constraints for Implicit in LS-DYNA v. 970</title>        <link>http://www.dynalook.com/Personally/20.pdf</link>        <description>LSTC is committed to building an implicit capability into LS-DYNA that is as capable as the flagship explicit
capability. Over the years LSTC has added many different types of constraint handling capabilities in explicit that
now have to be handled by implicit. The vast majority of these constraints are equality constraints imposed on the
linear or nonlinear solution required at each time step. We will describe a new approach for handling equality
constraints that has allowed us to robustly process them without placing unnecessary restrictions on how the user
poses the constraints.
Our new approach effectively and efficiently processes the constraints for the linear, nonlinear, and eigenvalue
problems that have to be solved by the users of Implicit LS-DYNA. We compute a transformation based on the
Jacobian matrix of the constraint equations and apply that transformation to form a reduced stiffness and, if
necessary, reduced mass matrices. The transformation is also used to transforms vectors from the unconstrained
space to the constrained space and back again. The only restriction placed on the structure of the constraint matrix is
that it is full rank.
We will also highlight the various constraints now supported for implicit solution in LS-DYNA v. 970 and
demonstrate the solution of some problems illustrating these constraint features.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:10:24Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/forming_parameters_maker_zhu.pdf">        <title>Input Parameters for Metal Forming Simulation using LS-DYNA</title>        <link>http://www.dynalook.com/Personally/forming_parameters_maker_zhu.pdf</link>        <description>LS-DYNA has been widely used to study automotive crash. Default input parameters are generally chosen
to give efficient, accurate crash simulation results. These defaults are not necessarily optimal for metal
forming simulations. The following presents a standard procedure for conducting metal forming
simulations with LS-DYNA. Recommended input parameters are identified in boldface type and included
in boxed keyword input syntax for quick reference. A boldface zero value is entered for required input data
which is model specific, such as the termination time term.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:10:42Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/af02_v4_rzesnitzek_dc.pdf">        <title>Two-Stage Stochastic and Deterministic Optimization</title>        <link>http://www.dynalook.com/Personally/af02_v4_rzesnitzek_dc.pdf</link>        <description>The purpose of this paper is to explore some interesting aspects of stochastic opti-
mization and to propose a two-stage optimization process for highly nonlinear automotive
crash problems.
    In the first stage of this process, a preliminary stochastic optimization is conducted
with a large number of design variables. The stochastic optimization serves the dual
purpose of obtaining a (nearly) optimal solution, which need not be close to the initial
design, and of identifying a small set of design variables relevant to the optimization
problem.
    In the second stage, a deterministic optimization using only the set of relevant design
variables is conducted. The result of the preceding stochastic optimization is used as the
starting point for the deterministic optimization.
    This procedure is demonstrated with a van-component model (previously introduced
in [1]) used for crash calculations. LS-OPT [4] is used due to its ability to perform both
stochastic (Latin Hypercube) and deterministic optimization.
</description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:10:56Z</dc:date>        <dc:type>File</dc:type>    </item>
    <item rdf:about="http://www.dynalook.com/Personally/T4-paper_Goetheburg_1999.pdf">        <title>From complex 3D-foam parts to ready LS-DYNA inputdata in less than one hour? Examples from occupant simulation at Daimler Chrylser</title>        <link>http://www.dynalook.com/Personally/T4-paper_Goetheburg_1999.pdf</link>        <description></description>        <dc:publisher>No publisher</dc:publisher>        <dc:creator>admin</dc:creator>        <dc:rights></dc:rights>                <dc:date>2009-09-17T11:11:12Z</dc:date>        <dc:type>File</dc:type>    </item>




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