background preloader

Ansys

Facebook Twitter

3.9. Set the Real Constants and Element KEYOPTS. The program uses real constants and KEYOPTs to control contact behavior using surface-to-surface contact elements.

3.9. Set the Real Constants and Element KEYOPTS

For more information in addition to what is presented here, refer to the individual contact element descriptions in the Element Reference. If you decide the real constant and KEYOPT settings you have specified for a particular contact pair are not appropriate, you can use the CNCHECK,RESET command to reset all values back to their default settings. Some real constants and key options are not affected by this command; see CNCHECK for details. In many cases, certain default settings may not be appropriate for your specific model.

You can issue the CNCHECK,AUTO command to obtain optimized KEYOPT and real constant settings in terms of robustness and efficiency. Two real constants, R1 and R2, are used to define the geometry of the target surface elements. Real constant defaults can vary depending on the environment you are working in. FKN = 10 for bonded. Tcl, how to use tcom to get excel cell value. How to use tcom to get excel cell value I want to use tcom to get excel cell value.

tcl, how to use tcom to get excel cell value

Suppose I have a excel file named "c:\tst.xls", which has 3 rows and 3 columes. 11900. GitHub - fandaL/beso: Python code for a topology optimisation using CalculiX solver. Matlab. Z88Arion. Z88Arion® identifies the graphical user interface for a topology optimization program based on the finite-element-analysis software Z88, whose solver kernels are developed by Prof.

Z88Arion

Dr. -Ing. Frank Rieg. It is are freeware software project and can be downloaded available here. Topology optimization - FreeCAD Forum. ...you mention the possibility it uses 1:st order elements for calculations.

Topology optimization - FreeCAD Forum

If so do you think it's possible in some future to make use of 2:nd order elements? At the moment it is possible to use 1st or 2nd order triangle and 1st or 2nd order tetrahedron. Script computes centres of gravity and volume of those elements. At the moment these calculations are with certain inaccuracy for 2nd order elements because there are used the same formulas as for 1st order elements.

Is this somehow a limitation of Calculix? CalxuliX can calculate volumes (may be I will use them), but I didn't found CalculiX to output centres of gravity or, even better, position of integration points. Clock cycles: would the calculations run faster if one used a different programming language? Most of the time CalculiX is running a classical FEM analysis in each iteration.

Is it an research project ? UPF: Chapter 2: Accessing the ANSYS Database (UP19980820) Go to the Next ChapterGo to the Previous ChapterGo to the Table of Contents for This Manual.

UPF: Chapter 2: Accessing the ANSYS Database (UP19980820)

Chapter 1 * Chapter 2 * Chapter 3 * Appendix A This chapter describes how you can retrieve information in the ANSYS database (or store information in the database) by linking subroutines you create into the ANSYS program. You can use the database access routines with any of the user-programmable features. For example, you can create your own ANSYS commands and use them to execute database access routines (or have a database access routine call a user-defined command). The descriptions of the database access routines or functions within this chapter describe both the input arguments and output arguments.

Video tutorial: optimization with optiSLang inside ANSYS Workbench - High Quality. Download TclPro 1.4. TclPro 1.4 bundles Tcl/Tk 8.3.2 and compatible versions of TclX, [incr Tcl], and (for Unix platforms only) Expect.

Download TclPro 1.4

You can download a free copy of TclPro 1.4 for: Windows 95, 98, NT 4.0 (Intel), 2000 Solaris 2.5, 2.6, 7 (SPARC) HP-UX 10.20 Linux (Intel, Red Hat 5.0+, SuSE 6.0+) SGI IRIX 6.3+ Note: The Linux distribution is for the Intel platform and the glibc2 C library. TclPro License Key Because of its commercial origins, you must use a license key to unlock this version of the TclPro tools. Receive Email or Text: Critical Points in ANSYS® Run. ANSYS APDL language provides an email function available to users in Mechanical APDL as a command and also in Workbench Mechanical via inserted Command Snippets.

Receive Email or Text: Critical Points in ANSYS® Run

In writing macros or developing command snippets for runs that may be very lengthy or on a remote machine where continued surveillance is impractical, the functionality can provide the analyst with notification of the run’s status at critical points (e.g., completion or failure of a portion of a staged or coupled analysis, completion or failure of an entire run, etc.). This can become quite valuable in an instance where a colleague is waiting for the machine (or license) to free up; or perhaps the run is on a compute cloud and the company is paying for every hour the cloud machine is not in idle status; or maybe a critical deadline is approaching and the project cannot afford lost time due to a failed run over a weekend.

The functionality can be extended to even include text messaging to a cell phone. TCL/TK’s widgets for Hypermesh. To tell the truth, I don’t know the language or its application.

TCL/TK’s widgets for Hypermesh

But because of my job, I had to write some scripts. Actually in HyperMesh (HM) the subroutines are in this language, which means any professional developement should be written in TCL/TK. What is the concept of Convergence Criteria in ANSYS? - ResearchGate. ANSYS Tips and ANSYS Tricks. ANSYS® Tips ANSYS Tips and ANSYS Tricks Peter Budgell Burlington, Ontario, Canada © 1998, 1999 by Peter C.

ANSYS Tips and ANSYS Tricks

Budgell -- You are welcome to print and photocopy these pages. These tips and comments are intended for user education purposes only. They are to be used at your own risk. As one writer put it, This information is free, and may be well worth the price. Return to Home PageFEA and Optimization Introduction PageFEA Modeling Issues Page The ANSYS manuals explain many things and give some examples, but they do not give many tips to the user.

The teaching of FEA at the academic level is intended to educate the mind, teach how FEA methods are derived from first principles, and to develop students who can invent and code new elements, test their behavior, write research or industrial quality software, and apply it to difficult academic or research problems. 2002 Int ANSYS Conf 214. Magnetic Appeal Multiphysics AA V8 I2. AnsysTutorial Ansys. EMAG: Chapter 2: Two-dimensional Static Magnetic Analysis (UP19980818) Go to the Next ChapterGo to the Previous ChapterGo to the Table of Contents for This ManualGo to the Guides Master Index Chapter 1 * Chapter 2 * Chapter 3 * Chapter 4 * Chapter 5 * Chapter 6 * Chapter 7 * Chapter 8 * Chapter 9 * Chapter 10 * Chapter 11 * Chapter 12 * Chapter 13 * Chapter 14 * Chapter 15 * Chapter 16 A static magnetic analysis calculates the magnetic fields produced by one of the following: Permanent magnets The steady flow of direct electric current (DC) An applied voltage A moving conductor An applied external field.

EMAG: Chapter 2: Two-dimensional Static Magnetic Analysis (UP19980818)

Static magnetic analyses do not consider time-dependent effects such as eddy currents. You can model both saturable and non-saturable magnetic materials, as well as permanent magnets in a static magnetic analysis. The procedure for a static magnetic analysis depends on several factors: ANSYS%20Mechanical%20APDL%20Low Frequency%20Electromagnetic%20Analysis%20Guide. AA V7 I1 Magnetic Attraction. Obtaining and optimizing convergence. 2008 Int ANSYS Conf guidelines contact convergence. AnyFE Tool for Ansys (APDL code generator) - Page 5 - Forums Anyscript.org. Dear pgalibrov, Sorry if I haven't been specific enough.

I am carrying out a simulation of the forces on the L3 vertebra during gait. I have used the new template and the forces were successfully loaded. I have also tried constraining the node with 0 forces on it however the same error still persisted. I think that there is one of the beam elements created that is having excessive force. I have copied my error file, and some screenshots of the applied forces. Regards, Carl Error file:*** WARNING *** CP = 1574.892 TIME= 15:33:40 Previous testing revealed that 66 of the 130939 selected elements violate shape warning limits. Maybe OK if symmetry constraints or internal MPC are included. Solver 2002. Small equation pivot terms - ANSYS: ANSYS Software Suite. Small equation solver pivot terms - ANSYS: ANSYS Software Suite. XANSYS ~ View topic - warning -''equation solver pivot''?

Nor, This question seems to come up once every few years. I took the time to write up a few paragraphs of explanation back at the turn of the century, which is mostly as true today as it was then -- The term 'pivot' refers to the first non-zero term in the matrix when one is performing Gaussian elimination to upper-triangularize the matrix before finding the displacement vector by back-substitution. These concepts are most applicable to use of the frontal solver, but I believe they exist for other solvers, too.

2002 Int ANSYS Conf 214. Magnetic Appeal Multiphysics AA V8 I2. AnsysTutorial Ansys. EMAG: Chapter 2: Two-dimensional Static Magnetic Analysis (UP19980818) ANSYS%20Mechanical%20APDL%20Low Frequency%20Electromagnetic%20Analysis%20Guide. Ansys APDL: Concentric Magnetic Gears via Magnetostatic Analysis.