SIMNOTES.txt

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! #########################################################################
! ###                                                                   ###
! ###  This file contains notes about the Simulation Application        ###
! ###  in this release.                                                 ###
! ###                                                                   ###
! ###  Meshing                                                          ###
! ###    NASTRAN false Jacobian check failure                           ###
! ###    Element modification when Model Checks is ON                   ###
! ###  Laminates                                                        ###
! ###    Help on context failures                                       ###
! ###    Laminate modify permits incorrect material selection           ###
! ###  NX NASTRAN Task                                                  ###
! ###    Input file specification that is not the I-deas run directory  ###
! ###  ABAQUS Input File Reader                                         ###
! ###    Reference to non-existing nodes/elements crashes I-deas        ###
! ###    Elements/properties import failure                             ###
! ###  ABAQUS Results Import                                            ###
! ###    Direct import fails if results contain beam elements           ###
! ###    ASCII results import of files created on Windows               ###
! ###  NASTRAN Export                                                   ###
! ###    Program files and PARAM definitions                            ###
! ###    Inactive boundary conditions set selection UI                  ###
! ###    Multiple load sets in a response dynamics solution             ###
! ###    Export of GRIDs in F8.1, F8.2 and F8.3 formats                 ###
! ###    SOL 111/108 excitation function creation units                 ###
! ###    Clearing subcase does not decrement subcases total             ###
! ###  NASTRAN Results Import                                           ###
! ###    Incorrect beam element forces in NASTRAN viewer mode           ###
! ###    Import of stresses from SOL 106                                ###
! ###  TMG Thermal Analysis                                             ###
! ###    Memory requirements (FORTRAN workspace) for the processing     ###
! ###      of simulation groups                                         ###
! ###    Hemiview only works in True Colour mode                        ###
! ###    Hemicube fails when Workspace switched                         ###
! ###    User Subroutines: Setting the Environmental Variables for NT   ###
! ###    Background solves don't work on NT                             ###
! ###    Wrong units conversion for free convective additional          ###
! ###      conductances                                                 ###
! ###  Electronic System Cooling                                        ###
! ###    Memory requirements (FORTRAN workspace) for the processing of  ###
! ###      geometry-based Boundary Conditions                           ###
! ###    Problems with PEX Mesher                                       ###
! ###                                                                   ###
! #########################################################################

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Meshing

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NASTRAN false Jacobian check failure

The new model checks for NASTRAN include GEOMCHECK eleement quality checks 
performed by NASTRAN. The checks are intended to highlight elements as red 
when their GEOMCHECK results indicate values that would prevent a NASTRAN 
solve from completing.

These model checks include a Jacobian check on solid elements. The Jacobian 
check is performed at both the element corner nodes and element integration
points. A failure at the integration points will cause the NASTRAN solve 
to fail, while a failure at the corner nodes alone will not fail the 
NASTRAN solve. In some instances the Jacobian model check will identify an 
element as red (leading to a failed solve) even when the Jacobian at the 
integration points are sufficient for the solve. Therefore the model checks
is incorrectly identifying the element as red.

Jacobian related failures during a NASTRAN solve normally can be resolved 
by straightening parabolic solid element edges.

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Element modification when Model Checks is ON

Element modification commands will run significantly slower when any of the 
Model Check element quality options are turned ON. This can be a problem on
large models due to the increased time required to modify the elements. 
Avoid this problem by turning OFF Model Checks before modifying element 
geometry with commands such as Fix Included Angle, Modify Element Order, 
and Relax Warp.

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Laminates

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Help on context failures

Help on context buttons do not work properly for the following new forms:
Laminate create/modify
Laminate properties
Enter ply data
Create ply material
Halpin-Tsai theory options
Laminate sketcher
Help on context for the following items can be found by selecting help on 
the appropriate icon:

Laminate create/modify
Create ply material
Laminate Sketcher

This bug will be fixed in I11m1. Since the new forms run from an 
application that is external to I-deas, users may obtain a fixed 
laminat.dll or laminat.so from MAYA by contacting support@mayahtt.com.

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Laminate modify permits incorrect material selection

When modifying a laminate stack, the software lets the user select for a 
ply the material that the laminate stack references. This results in an 
unresolvable circular reference. The software should prevent the user from
selecting the laminate stack's reference material as a ply material.

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NX NASTRAN Task

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Input file specification that is not the I-deas run directory

When the user runs a NASTRAN solve from the NX NASTRAN task, I-deas submits
the NASTRAN solve with a "DBS" argument if the input file location is not 
the I-deas run directory. The "DBS" argument redirects database files to 
the desired directory. The argument conflicts with the "SCRATCH=YES" 
argument: in fact, it makes no sense to write the "DBS" argument if the 
user does not want scratch files stored after the solve. The "DBS" argument 
should not be written when the user inputs "SCRATCH=YES". This bug will be 
fixed in I-deas 11m1.

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ABAQUS Input File Reader

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Reference to non-existing nodes/elements crashes I-deas

I-deas will crash while reading an ABAQUS input file if the file contains 
references to non-existing nodes or elements. This is fixed in I-deas 11m1.

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Elements/properties import failure

Elements that do not have physical properties defined in the ABAQUS input 
file will not be read into I-deas. Physical properties that do not have an
element block associated with it will also not be read into I-deas. These 
problems are fixed in I-deas 11m1.

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ABAQUS Results Import

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Direct import fails if results contain beam elements

The direct import of ABAQUS results will fail if the results file contains
results on beam elements. The workaround is to use indirect import of the 
results. This will be fixed in I11m1.

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ASCII results import of files created on Windows

The ABAQUS importer is unable to read ASCII results files created on 
Windows. The workaround is to remove the "^M" characters at the end of each
line, or to use the binary results file. This will be fixed in I11m1.

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NASTRAN Export

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Program files and PARAM definitions

The creation and use of program files fails when trying to define NASTRAN
PARAMs that may be defined as integer values from pull-down menus. The 
workaround is to use the OTHER option and define the PARAM manually. This 
bug will be fixed in I11m1.

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Inactive boundary conditions set selection UI

In the Case Control form for a response dynamics solution, if the user 
selects Clear or Clear All for subcase definition, then the boundary 
conditions set selection UI will become inactive. The user will be unable 
to select a boundary conditions set. The user must then exit the form and 
re-enter to be able to select a boundary condtions set. This will be fixed
in I11m1.

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Multiple load sets in a response dynamics solution

If the boundary condtions set used for a response dynamics solution 
contains more than one load set, then ...
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