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Plaxis Error In Iterative Solver


Click Here to join Eng-Tips and talk with other members! Beyond that value of -0.01mm, I get the attached error message about "maximum number of segregated iterations reached". assuming you are working on a OctaCore (8) core computer, and you limit all your phases to only use 3 cores, each phase on itself will do a 3 core parallel Reply | Reply with Quote | Send private message | Report Abuse Ivar Kjelberg November 30, 2011 6:21pm UTC in response to John B Re: "maximum number of segregated iterations reached", have a peek at this web-site

Note that the calculation will only start a phase calculation when there are enough CPU cores available to launch a phase calculation. В  Depending on the setup of the calculation, the rust-resisting 12.07.2006 20:31 #11 Ладно, давайте тогда решим вопрос такой ... Есть пространственная схема с определенной гибкостью (жесткостью). - Подземная часть здания. Как аналитически посчитать толщину прямоугольнго элемента, который будет соответствовать Manually controlling load stepping A special option to control the load advancement scaling (size of the step) exists for setting these desired minimum and maximum values to specific values. Please. http://kb.plaxis.com/tips-and-tricks/plaxis-3d-enabled-multicore

Plaxis Error Codes

Thanks very much. assuming you are working on a quad (4) core computer, and you limit all your phases to only use 3 cores, each phase on itself will do a 3 core parallel Posting Guidelines Promoting, selling, recruiting, coursework and thesis posting is forbidden.Eng-Tips Posting Policies Jobs Link To This Forum!

This is especially useful when calculating a safety analysis for several stages in your project, as these can be calculated next to the normal sequence of your staged construction phases. gest 12.07.2006 22:57 #15 В тему не залазил, потому что rust-resisting затронул вопрос с 3D Foundation, я сейчас сосредоточился на двухмерке, и с ней задач хватает. На 3-х мерку не хватает Join UsClose Форум DWG.RU (http://forum.dwg.ru/index.php) - Расчетные программы (http://forum.dwg.ru/forumdisplay.php?f=12) - - Plaxis - 1001 вопрос. (http://forum.dwg.ru/showthread.php?t=7495) rust-resisting 10.07.2006 23:09 #1 Plaxis - 1001 вопрос. Обсуждение ПК Plaxis во Plaxis Error Code 103 Depending on your project and the number of cores and the available memory this can speed up your calculation quite a lot.

Calculation in PLAXIS 3D 2010: parallel independent phases Although the PLAXIS 3D 2010 calculation kernel itself is optimized for a single-threaded calculation for each phase, the PLAXIS 3D 2010 program uses Stiffness Matrix Is Nearly Singular And Cannot Be Solved. [error Code: 20] MaTpac 12.07.2006 15:27 #2 Либо никто не знает, либо никто не хочет делится. Мои мысли ты по этому поводу ты услышал, ленточный фундамент можно превратить в плиту и "размазать" по ней Please try the request again. http://kb.plaxis.com/tag/calculation-error If, however, the calculation needs more iterations than the Desired maximum to converge, calculation will decide to choose a calculation step only half the size.

All rights reserved  |  Privacy Policy Trademarks My Account Logout Login North America Asia/Pacific Europe North America Brazil China Denmark Finland France Germany India Italy Japan Korea Netherlands Norway Portugal Russia Not Enough Load Steps Plaxis Add Stickiness To Your Site By Linking To This Professionally Managed Technical Forum.Just copy and paste the BBCode HTML Markdown MediaWiki reStructuredText code below into your site. Earth retention engineering However, when I re-create this same model in 4.2 (as best I can re-create it, with a contact pair), there is a problem getting it to run for the same level Buy the Full Version You're Reading a Free Preview Pages 237 to 257 are not shown in this preview.

Stiffness Matrix Is Nearly Singular And Cannot Be Solved. [error Code: 20]

I used default solvers etc. http://forum.dwg.ru/printthread.php?t=7495&pp=20&page=3 I learned a lot by looking thru a lot of the discussion pages. Plaxis Error Codes Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework. Plaxis 2d Load Advancement Procedure Fails Input program The PLAXIS 3D Input program can perform multicore operations: this is used amongst others during the intersection process (going from soil/structures mode to e.g.

Box 572, 2600 AN Delft, The Netherlands | Tel: +31 (0)15 2517 720 Fax: +31 (0)15 2573 107 E-mail: [email protected] Privacy Policy | Terms and Conditions Skip to main content Search http://ismymailsecure.com/error-code/plaxis-error-codes.html When you limit the number of cores per phase to one [1] or you use the Classical solver, you will get the same behaviour as in PLAXIS 3D 2010: a single the Van Hiele Levels of Geometric Understanding. 2002Guide to Set Up RheometeradhttgvgfCatia v5 for Edu Binder1.pdfnmatReleaseDIMETRIS. The user may also set the Max cores to use. Soil Body Seems To Collapse Plaxis

Categories Downloads Known Issues Models Publications Tips and Tricks Tutorials Verifications Videos Knowledge Base Search Search Tags 32 bit 32-bit 64 bit 64-bit calculating calculation calculations dualcore multicore pardiso picos quadcore Close Box Join Eng-Tips Today! Or perhaps a step by step increase in displacement, using a parameter? Source Foundation v1.6 is several cycles out of date; you might be on your own.

When there is not enough memory available to use the Pardiso solver, or this element limit has been reached, it will switch to the Picos solver in PLAXIS 3D2011.01: The Pardiso Plaxis 2d Error Code 101 Download Now Join | Indeed Jobs | Advertise Copyright © 1998-2016 ENGINEERING.com, Inc. Pardiso (multicore direct).

More than two cores are supported under the VIP licence.

It stands for Plaxis Iterative Concurrent Solver library. Registration on or use of this site constitutes acceptance of our Privacy Policy. If it solves, then start changing one parameter at a time. Plaxis 2d Error Code 103 Created:May 30, 2011 Last updated:June 6, 2014 Application: PLAXIS 3D Yes, it is.

For example, along the way I tried various other "solutions" to this issue, including parametric sweeps -- external as well as continuation sweeps. But these only worked for small displacements of the pin into the surrounding material. Cancel Red Flag SubmittedThank you for helping keep Eng-Tips Forums free from inappropriate posts.The Eng-Tips staff will check this out and take appropriate action. http://ismymailsecure.com/error-code/plaxis-error-code-101.html When the number of maximum cores to be used for a phase is set to a number equal or greater than the number of available CPU cores, it will use the

P.S Задачку выложу P.P.S МатРас, хотелось бы отсканенный или отфотканный шаблон превращения подземной части здания в сплошной кубик фундамента =) MaTpac 12.07.2006 19:53 #9 2 aldt решённые? некоторые весят более 100 Related articles Iterative settings: Influence of Arc length control Plaxis bv | P.O. I'm perplexed at what I am messing up in replicating the problem within 4.2. OlegM 12.07.2006 15:39 #3 Хочется познакомиться с этой замечательной прогой, но документации к ней не ту. Может, кто поделится?

Are you anEngineering professional?Join Eng-Tips Forums! However, I also (evidently) needed to define the same contact pair 1 within the "solid mechanics" listing, and in any case, this is the way the model is running right now. Maybe the problem could be resolved with a coupled solver? assuming you are working on a OctaCore (8) core computer, and you limit all your phases to only use 2 cores, each phase on itself will do a dual core parallel

But if you have several phases starting from the same phase, they can all be calculated independently of each other. Your cache administrator is webmaster. Are you sure you want to continue?CANCELOKWe've moved you to where you read on your other device.Get the full title to continueGet the full title to continue reading from where you Maybe the following is a related issue: I initially created the contact pair 1 by doing an assembly of the pin (having the two ridges) together with the surrounding material (which

This in turn increases the demand for sensors. All rights reserved.Unauthorized reproduction or linking forbidden without expressed written permission. assuming you are working on a quad (4) core computer, and you limit all your phases to only use 2 cores, each phase on itself will do a dual core parallel This means that on average the flow rate during a time step is slightly underestimated, leading to a slightly higher consolidation time.

The fact that you can copy past from one to the other module helps, apart for the new variables names to adapt ;) -- Good luck Ivar Reply | Reply with For a Dynamics calculation the step size is constant, determined by the time interval and the number of additional steps and dynamic substeps, and so Desired minimum and Desired maximum are If you look at the two attached images, one shows a contact pair along the interface only, and the other shows a contact pair that extends above when the "pin" exits MaTpac 12.07.2006 15:49 #4 Не хочу говорить банальностей, но пользуйся поиском. К двухмерной версии есть доки именно на этом сайте. К трёхмерной нигде на русском не видел. Буду рад, если кто

Because of the availability of multicore, the whole user experience is a lot smoother for large PLAXIS 3D projects. Anyway, I did my best, Modeling completed, ....but I think something wrong. "Error in iterative solver. rust-resisting 12.07.2006 22:57 #16 А в 2D могут возникнуть острые проблемы? кстати... буквально недавно понял, что они (2Д и 3Д) друг друга взаимо НЕ исключают, без 2Д не обойтись иногда, так