{"id":251488,"date":"2023-02-24T22:11:38","date_gmt":"2023-02-24T22:11:38","guid":{"rendered":"\/forum\/forums\/topic\/soil-container-modeling-mohr-coulomb-material\/"},"modified":"2023-02-24T22:11:38","modified_gmt":"2023-02-24T22:11:38","slug":"soil-container-modeling-mohr-coulomb-material","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/soil-container-modeling-mohr-coulomb-material\/","title":{"rendered":"Soil container modeling – Mohr Coulomb (Material)"},"content":{"rendered":"
Greetings to all<\/div>\n
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I have a difficulty with the model I have in ANSYS.<\/div>\n
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I am modeling a flexible floor container that is built with aluminum profiles and interleaved rubbers supported on a steel plate (Image 1). <\/div>\n
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Inside the container is the floor (for this I create a straight rectangular prism and assign the corresponding material).<\/div>\n
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The material is as follows (Image 2).<\/div>\n
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When I perform the static analysis with the container alone, no problem is generated. However, when I add the floor I get this error and I do not know how to solve it (Image 3 and 4).<\/div>\n
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I emphasize that I am not an expert in ANSYS, I have seen many videos and I have reviewed the picture, but I can’t find the cause of my problem.<\/div>\n
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Thank you very much, I hope someone can help me.<\/div>\n","protected":false},"template":"","class_list":["post-251488","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t\n\t\n\t\n\t\n\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t\n\t\t