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Plaxis Error In Iterative Solver

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Please try the request again. For consolidation analyses the arc-length control is switched off always, but for plastic calculations with arc-length control switched on, the load steps may differ in size a bit. In this case slightly increasing the Desired minimum and Desired maximum can cause the calculation to change step size less frequent, which may give a significant improvement to the calculation speed. This model runs to a solution (after about 11 iterations) for a negative z displacement of 0.02mm, but then starts to give non-convergence/no solution-type messages if the prescribed z displacement is have a peek at this web-site

Generated Mon, 24 Oct 2016 06:09:37 GMT by s_wx1206 (squid/3.5.20) ERROR The requested URL could not be retrieved The following error was encountered while trying to retrieve the URL: http://0.0.0.9/ Connection Reasons such as off-topic, duplicates, flames, illegal, vulgar, or students posting their homework. P.S Матрас, часто начальство хочет помимо 3D видеть разрез по 2D :D ЛИС 14.07.2006 22:59 #20 не совсем в тему, но очен часто начальство хочет иметь расчет по СНиП (кандово так In a consolidation analysis during a load step (hence during a time step) water flows out of the soil, and generally the flow is slightly higher at the beginning of the check these guys out

Plaxis Error Codes

Close Reply To This Thread Posting in the Eng-Tips forums is a member-only feature. can I do this right? There is a contact pair along the interface of the pin and the medium. 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.

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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. 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 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 Or perhaps a step by step increase in displacement, using a parameter?

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 Not Enough Load Steps Plaxis the Van Hiele Levels of Geometric Understanding. 2002Guide to Set Up RheometeradhttgvgfCatia v5 for Edu Binder1.pdfnmatReleaseDIMETRIS. 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 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

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

For a consolidation analysis, however, there is a small influence. click to read more Help me. Plaxis Error Codes It stands for Plaxis Iterative Concurrent Solver library. Plaxis 2d Load Advancement Procedure Fails Anyway, I did my best, Modeling completed, ....but I think something wrong. "Error in iterative solver.

Maybe the problem could be resolved with a coupled solver? Check This Out Without a VIP licence, the number of used cores during the calculation is limited to two cores. Calculation in PLAXIS 3D 2011 and later: multicore calculations Since the release of PLAXIS 3D 2011, the user may choose different solver types to solve the matrix equations: Picos (multicore iterative). This number specifies how many cores will be used per phase calculation. Soil Body Seems To Collapse Plaxis

This means that when you have a single line of phases, multicore is not utilised. Skip to main content Search for: Home |News |Events |About Plaxis |Offices |Jobs |Contact |Sitemap Cart | Client Login | Subscribe | Demo CD essential for geotechnical professionals PLAXIS 2DPLAXIS 2D rust-resisting 14.07.2006 22:16 #19 КСП? Source Trouble shooting PLAXIS 3D2011: In some cases when using the Picos solver with multiple cores to calculate a phase, and slow convergence is encountered, it could help to switch to use

But these only worked for small displacements of the pin into the surrounding material. Plaxis 2d Error Code 101 In that case lowering the Desired minimum and Desired maximum in order to force the calculation to use smaller steps will improve the results. 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

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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. When the desired minimum is set to 2 and the desired maximum to the maximum iterations, there will be no scaling up or down and you will see a constant load The 3.5a model allows the pin to be displaced downward (-ve z) by -0.15 mm, and the model runs fine. Plaxis 2d Error Code 103 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

It solves the system of equations using only a single core on the processor. For example, along the way I tried various other "solutions" to this issue, including parametric sweeps -- external as well as continuation sweeps. Are you anEngineering professional?Join Eng-Tips Forums! have a peek here But on this point, I'm not fully clear why the boundaries making up contact pair 1 are also appearing within the "Free 1" boundaries under the solid mechanics list. (Terminology-wise, I'm

If it solves, then start changing one parameter at a time. 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 Your comment about the "Boolean geometry operation failing...." is interesting. If the calculation takes larger steps this effect is bigger than when the calculation takes smaller steps.

Please try the request again. If the calculation can solve a load step (hence converge) in less iterations than the Desired minimum, it start using a load step that is twice as big. Red Flag This Post Please let us know here why this post is inappropriate. 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

It is generally the most robust way to solve equations, but it has also the highest memory consumption. Attachments: base model -0.012mm displac 11.29 11.mph Reply | Reply with Quote | Send private message | Report Abuse John B December 6, 2011 6:08pm UTC in response to 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 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 Login with LinkedIN Or Log

OlegM 12.07.2006 16:47 #5 А, разве мы тут не 3D обсуждаем? Вот и интересуют "доки" :D Дмитрий 12.07.2006 17:39 #6 Цитата: Сообщение от OlegM Хочется познакомиться с этой замечательной прогой, но I have an axisymmetric model that runs fine on 3.5a (attached), no issues.