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Load advancement fail Error 103
Load advancement fail Error 103
Load advancement fail Error 103
dccd (Civil/Environmental)
28 Feb 22 14:48
Hi , all. I have encountered this error Load advancement fail Error 103 countless. How to overcome this error in Plaxis ?
RE: Load advancement fail Error 103
EireChch (Geotechnical) 1 Mar 22 04:55
RE: Load advancement fail Error 103
dccd (Civil/Environmental)
1 Mar 22 22:49
Quote (EireChch)
It didnt work. Please help
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Публикация участника Uzma Khan
Geotechnical Design Engineer |Retaining Wall Design Engineer|Building Design Engineer|Slope Stability Analysis. 8 мес.
Just published a new blog post where I dive into the solutions for resolving PLAXIS Error Code 103. If you’ve ever encountered this error during your simulations or are simply curious about load advancement procedure failures, this blog is a must-read! https://lnkd.in/dtkBhNjW Join me as I break down the causes of Error Code 103 and provide step-by-step guidance on how to overcome it. ️ #PLAXIS #GeotechnicalEngineering #Simulation #ErrorSolutions #ProblemSolving #BlogPost #ProfessionalDevelopment
Solving PLAXIS Error Code 103: Understanding and Resolving Load Advancement Procedure Failures
legendofcivil.com
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How about turning off Arc length control?
Senior Geotechnical Engineer at Beca
In my experience for example a stage of changing the stiffness of structures due to corrosion would potentially lead to this error. For this situation, slightly changing a load in the model (e. g. surchage) would resolve.
Assistant Manager (Geotechnical) — RITES Limited
It can also be a case where the structure (or the foundation) is just failing under the load.
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Коды ошибок в PLAXIS и
варианты их решения
Если в результате расчёта вместо успешно рассчитанной фазы Вы получили ошибку, в первую очередь необходимо узнать код ошибки. Для этого дважды щёлкните левой кнопкой мыши по фазе с красным крестиком и в правой части появившегося окна Phases найдите информацию в поле Log info for last calculation. В этом окне будет указан код ошибки и её краткое описание.
Ниже представлена таблица, которая поможет Вам разобраться с той или иной проблемой. Таблица состоит из трёх столбцов:
- Код ошибки. Номер ошибки.
- Сообщение. Описание ошибки.
- Подсказка. Возможные причины возникновения ошибки и варианты её решения.
Код ошибки
Сообщение
Подсказка
- Плохое качество сетки конечных элементов (элементы с низким качеством). Качество сетки можно посмотреть в сгенерированной сетке (меню Mesh (Сетка) – пункт Quality (Качество)).
- Плохое качество сетки конечных элементов (элементы с низким качеством). Качество сетки можно посмотреть в сгенерированной сетке (меню Mesh (Сетка) – пункт Quality (Качество)).
- Потерянные граничные условия. Проверьте граничные условия на данной фазе.
- Плавающие (несоединенные) кластеры / объемы.
- Конечные элементы плохой формы: хорошие конечные элементы близки по форме к равностороннему треугольнику. Пожалуйста, проверьте качество сетки конечных элементов.
- Большая разница жёсткостей. Из-за численных причин значения жёсткости в модели не могут сильно отличаться друг от друга (например, отношение между наименьшей и наибольшей жёсткостями больше 10 6 ).
- Плохое качество сетки конечных элементов. Проверьте качество сетки в Output (Вывод данных) и при необходимости измените её.
- Потерянные граничные условия. Проверьте граничные условия на данной фазе.
- Плавающие / несоединенные кластеры / объёмы.
- Нулевая длина ряда погруженных балок в 2D. Обновитесь до версии 2D 2012.01 и создайте сетку конечных элементов заново.
- Ошибка с границами свободного поля. Пожалуйста, проверьте исходные данные.
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