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Error The Inertia Tensor Of Rigid Body
In the original remeshing algorithm, the nodes associated with discrete beam elements and extra nodes, were not handled. The TSHEAR parameter is ignored when laminated shell theory is in use. Prior to the fix, a error termination was possible.Enabled the use of curve functions for controlling DTMAX.Fixed an error related to seat belt retractors referenced by belt sensor type 2. All three methods allow overriding the MIC values by using the _INERTIA option in PART and specifiying user defined MIC values.
Related keywords include *INCLUDE_COMPENSATION_CURVE, *DEFINE_CURVE_COMPENSATION_BEGIN, and,*DEFINE_CURVE_COMPENSATION_END.Added an option to *CONTROL_CHECK_SHELL which allows a part set to be checked. Thiscurrently works with curves defined in *LOAD_SHELL_ELEMENT, *LOAD_NODE and *LOAD_THERMAL_VARIABLE_NODE.Added *LOAD_ERODING_PART_SET keyword to apply a pressure load to the exposed surface of solid element that may erode.Added support for *LOAD_HEAT_CONTROLER for Comment Add comment · Share 10 |3000 characters needed characters left characters exceeded ▼ Viewable by all users Viewable by moderators Viewable by moderators and the original poster Advanced visibility Viewable But this is more appropriate for a refinement phase after getting the physics to basically work right and error-free.
NCPMOUT: Eq.11(default) version 3, all data out Eq.21: version 4, all data out Eq.22: coordinates only Eq.23: summary only Fixed the cross section force reported for sections through type 16, 10 The absolute value of FRIC is a table ID. To help users navigate the site we have posted a user guide. Is there any way I can get this to behave?
This caused an instability of the CPM algorithm while transferring energy during collision. I'm generating a terrain as a mesh of triangles. nashi_lg2010-03-08, 23:40plz elobrate. The bug caused incorrect fsifor or blastfor xy-plots that looked like step functions.Improved the internal energy reported to the matsum database for ALE multi-material groups.Fixed the output to the abstat database
This feature enables contact-based transfer of tooling kinematics to sheet metal scrap. October 14, 2016, 05:21:02 PM Home Help Search Login Register Tasharen Entertainment Forum» Support» NGUI 3 Support» NGUI 3.0.6 - inertia tensor failed « previous next » Print Pages:  Author R values can now be defined as functions of temperature and plastic strain. For the benefit of future googlers: This seems to be an issue with rigidbodies and mesh colliders.
Logged ArenMook Administrator Hero Member Thank You -Given: 231 -Receive: 1069 Posts: 21,351 Toronto, Canada Re: NGUI 3.0.6 - inertia tensor failed « Reply #5 on: November 27, 2013, 05:25:44 AM I've been trying the fix mentioned in the above post by commenting out the part of UIPanel.cs that adds a rigidbody. When PSID<0, the positive number is the part set ID and all elements with the PIDs in the defined part set will be checked and fixed.Added a new keyword, *DEFINE_CURVE_FLC, which Your cache administrator is webmaster.
The experimental results show that when the ball impacts a cylinder at 30 or 60 degree angle it reflects after contact , the rebound velocity is less than that of an useful reference This is available in SMP and MPP.Added a new cohesive shell element, shell type 29.Enabled offsets for discrete spring and damper elements during dynamic relaxation.Added a TSHEAR flag to *SECTION_TSHELL. If scaling is on, then the 00 direction (rolling direction) is the reference direction. This allow users to use their quadratic Cp functions from other codes.ALEFixed the constraints by BCTRAN and BCROT on *ALE_REFERENCE_SYSTEM_GROUP when the ALE mesh is moving.Fixed the EBC option on *CONTROL_ALE
but in doing so the mass of ball becomes triple. Therefore, the absolute values of negative R00, R45, and R90 must point to tables.Added new option HR=9 to *MAT_036 and *MAT_243. VDA Surfaces based rigid bodies This last method allows the direct input of VDA originally defined by the German automotive industry, to describe surface information. I tried adding a line on Awake() to set up a default tensor manually, as such: rigidbody.inertiaTensor = Vector3(1, 1, 1); But that didn't fix it either.
Welcome, Guest. The flag is on *CONTROL_SHELL card 3, column 4: ITSFLG = 0: keep transverse shear stresses ITSFLG = 1: set transverse shear stresses to zero Added *INITIAL_STRAIN_TSHELL to allow initial strains LCMA is the length of the additional material constant array. For contacts that move the slave node onto the surface (non-offset types), nodes that are off the edge of the slave segment are projected onto the edge rather than the extension
Login Create account Language Chinese Spanish Japanese Korean Portuguese Ask a question Spaces Default Help Room META Moderators Topics Questions Users Badges Home / 16 Question by Novodantis · Nov 17, An offset option allows nets to be generated that are offset a user specified distance from the sheet metal.Added a new option (PERCT<0) for *DEFINE_CURVE_DRAWBEAD for which the absolute value of The third step is to provide the VDA surface to LS-DYNA which is accomplished by using vda = vda_file_name.vda at the execution command line when launching LS-DYNA.
I would appreciate some help, because I'm not quite advanced enough yet to go under the hood!Is there an alternative to meshes for making complex, non-shape colliders?
Apparently this is caused by the auto-tensor-assignment process, which trips up on zero mass meshes (ie. Since a rigid body is rigid (obvious) the provided modulus is required to form the penalty stiffness for the contact. Version 971 R5.1 includes the following new features, enhancements, and significant corrections made since the release of R5.0.AcousticsExtended the BEM acoustic method, Rayleigh method to using SSD results as excitation.Implemented panel The parabolic assumption is best when elements are used in a single layer.
I got about 450 on start, and would keep getting them every few seconds as I played.I was baffled, as my UI doesn't contain any quads or other objects that would DAT · Feb 04, 2012 at 06:07 AM 0 Share hmm im sorry i didn't relise that giving an answer could get you into trouble with some person that is hidden Copyright 2016 by LSTC Inc and DYNAmore GmbH Legal Notice Contact Disclaimer Sitemap PolymerFEM - Constitutive Models > Finite Element Modeling > Finite Element Modeling > rebound problem of ball impact I commented out the if clause at line 912, but the problem still exists.
Added long format keyword input. Click here for more details! If you are a moderator, see our Moderator Guidelines page. I would like the position of this object to be defined by an invisible rigidbody sphere.
Enter the Samsung TIZEN App Challenge for a chance to win prizes. In a full-deck restart, if the SPC's in the initial run have been removed, *LOAD_SPCFORC reads back and applies the SPC forces recorded in the initial run. To use the long format, put either add the command line option, "long=yes", or add "long=yes" on the *KEYWORD line. Logged mathiassoeholm Newbie Thank You -Given: 1 -Receive: 4 Posts: 35 Re: NGUI 3.0.6 - inertia tensor failed « Reply #4 on: November 27, 2013, 04:39:28 AM » Yeah, my UI
Prior to the fix, when stress information was removed, the mapping could not continue.Modified contact behavior when *CONTROL_IMPLICIT_FORMING is used. Starting their life as unity GameObject meshes, they had colliders added by default of course. Logged mathiassoeholm Newbie Thank You -Given: 1 -Receive: 4 Posts: 35 Re: NGUI 3.0.6 - inertia tensor failed « Reply #6 on: November 27, 2013, 06:21:42 AM » That didn't seem The double precision solver executable can be accessed with the -dp command line option as follows LSDYNA120.exe -dp.Release 16.2 - © SAS IP, Inc.
DAT · Apr 11, 2012 at 02:52 PM 0 Share Yes, okay I didn't realize that the question was that old haha. It is now consistent with the stress distribution.Changed the behavior of the LCDD curve in *LOAD_MOVING_PRESSURE. Mass, Inertia Tensor and Center-of-Gravity (MIC) In finite element based rigid bodies, the MIC is computed based on the density and discretization information. As in real life after removal of some layer of element of plate it should reflect in other direction but it moves continuously inside the plate and cross the plate before
Contact All general purpose contacts handle rigid bodies using penalty contact treatment. Unity Services Showcase Learn Community Asset Store Get Unity UNITY ACCOUNT You need a Unity Account to shop in the Online and Asset Stores, participate in the Unity Community and manage If the user defined a polynomial of Cp that is not a monotonically increasing function, the internal energy iteration would not converge for a temperature higher than the maximum. Please change mesh geometry or supply a tensor manually!UnityEngine.Transform:set_parent(Transform)NGUITools:AddChild(GameObject, GameObject) (at Assets/NGUI/Scripts/Internal/NGUITools.cs:407)The error didn't seem to cause any trouble, but I found it very weird since I'm not using any rigidbodies.The
Stay logged in Skip to content. | Skip to navigation Search Site only in current section Advanced Search… LS-DYNA Support Sections Tutorials HowTos FAQ Manuals Release Notes News Links Personal It should be better at handling small inertia tensors. For these cases, the new mesh may have nodal values that are the same as these discrete beams and extra nodes resulting in error termination when the analysis continues after remeshing.AirbagFixed Fixed the time step calculation for thick shell elements to ignore failed elements.Fixed the MPP kinetic energy and eroded kinetic energy calculations for 2D shell section 14.Enabled thick shell elements to