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<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>PLAXIS 3D MESH WARNING</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/232702/plaxis-3d-mesh-warning</link><description>Hi, 
 I tried generating mesh for a project in PLAXIS 3D and got the following error. 
 Meshing failed with the following error: Fatal: Could not generate mesh. Warning: 351 EMR warnings have been detected. The 15 most severe are listed, the remaining</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: PLAXIS 3D MESH WARNING</title><link>https://communities.bentley.com/thread/722889?ContentTypeID=1</link><pubDate>Fri, 22 Jul 2022 14:10:55 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8e4166ff-aa47-411f-9599-516f5817ddfd</guid><dc:creator>Jozanga S. Fernandes</dc:creator><description>&lt;p&gt;Hey,&lt;/p&gt;
&lt;p&gt;Did you solve the issue?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: PLAXIS 3D MESH WARNING</title><link>https://communities.bentley.com/thread/721876?ContentTypeID=1</link><pubDate>Mon, 18 Jul 2022 07:35:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c234b207-31ae-48ea-957a-4c9619059a87</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear&amp;nbsp;Rohith,&lt;/p&gt;
&lt;p&gt;In the cases that you cannot generate a mesh in PLAXIS 3D, the reasons why the procedure fails can be various.&lt;/p&gt;
&lt;p&gt;To start with, in some cases, the PLAXIS mesher provides a bounding box with coordinates and warning messages that pinpoint the area that has caused problems in generation of the mesh. A first step would be to apply local refinements in that area to ensure that smaller elements are created in that region.&lt;/p&gt;
&lt;p&gt;Note that local refinements are always needed for cases, for instance, where geometry details are modelled, large concentration of stresses and strains are to be expected, in areas where groundwater flow is occurring.&lt;/p&gt;
&lt;p&gt;As I read this did not help overcome the problems, but it is always good to consider.&lt;/p&gt;
&lt;p&gt;As a good practice, partitioning of the geometry can be performed. This can be done by using a volume to partition the created geometry or a closed box of surfaces. This will allow the mesher to isolate each partition and assist in the generation of the mesh.&lt;/p&gt;
&lt;p&gt;Typically, this can be done using a top surface, then extrude that to the elevation covering your geometry (e.g. piles, tunnels).&lt;/p&gt;
&lt;p&gt;In the special case of embedded beam elements, make sure that the bottom points lie on a surface or the bottom of the volume created.&lt;/p&gt;
&lt;p&gt;There are other cases in which you might have geometry objects close to each other that the automatic mesh generator cannot fit (good-quality) elements around.&lt;br /&gt;You can find such issues in the geometry by using this command in &lt;strong&gt;Structures &lt;/strong&gt;and&lt;strong&gt; Mesh&lt;/strong&gt; mode:&lt;/p&gt;
&lt;p&gt;&lt;em&gt;checkgeometry&lt;/em&gt;&lt;/p&gt;
&lt;p&gt;This command checks if objects overlap or are adjacent and gives a list of items with their distance. So please check here the geometry that is marked as being close by.&lt;/p&gt;
&lt;p&gt;In some cases, this command does not give any feedback. This command by default takes a distance tolerance related to the model&amp;#39;s size. If the command does not give this info, then add a parameter to this command, e.g. 0.01 to check all geometry that is located within 0.01 m:&lt;/p&gt;
&lt;p&gt;&lt;em&gt;checkgeometry 0.01&lt;/em&gt;&lt;/p&gt;
&lt;p&gt;You can also check the size of the of the intersected objects in &lt;strong&gt;Mesh&lt;/strong&gt; mode to locate problems. To do so, make use of the tabulate command, see the examples below. You might want to adjust the numbers below to fit your model&amp;#39;s size.&lt;/p&gt;
&lt;p&gt;#To find small Surfaces:&lt;br /&gt;&lt;em&gt;&amp;nbsp;&lt;/em&gt;&lt;em&gt;tabulate&lt;/em&gt; &lt;em&gt;Surfaces &lt;/em&gt;&lt;em&gt;&amp;quot;Area&amp;quot;&lt;/em&gt; &lt;em&gt;&amp;quot;Area&amp;lt;0.5&amp;quot;&lt;/em&gt;&lt;/p&gt;
&lt;p&gt;#To find small Polycurves (e.g. used for Tunnels):&lt;br /&gt;&lt;em&gt;&amp;nbsp;&lt;/em&gt;&lt;em&gt;tabulate&lt;/em&gt; &lt;em&gt;Polycurves&lt;/em&gt; &lt;em&gt;&amp;quot;Length&amp;quot;&lt;/em&gt; &lt;em&gt;&amp;quot;Length&amp;lt;0.1&amp;quot;&lt;/em&gt;&lt;/p&gt;
&lt;p&gt;#To find small Volumes:&lt;br /&gt;&lt;em&gt;&amp;nbsp;&lt;/em&gt;&lt;em&gt;tabulate&lt;/em&gt; &lt;em&gt;Volumes&lt;/em&gt; &lt;em&gt;&amp;quot;Volume&amp;quot;&lt;/em&gt; &lt;em&gt;&amp;quot;Volume&amp;lt;1&amp;quot;&lt;/em&gt;&lt;/p&gt;
&lt;p&gt;#To find small SoilVolumes:&lt;br /&gt;&lt;em&gt;&amp;nbsp;&lt;/em&gt;&lt;em&gt;tabulate&lt;/em&gt; &lt;em&gt;SoilVolumes&lt;/em&gt; &lt;em&gt;&amp;quot;Volume&amp;quot;&lt;/em&gt; &lt;em&gt;&amp;quot;Volume&amp;lt;1&amp;quot;&lt;/em&gt;&lt;/p&gt;
&lt;p&gt;The list of &lt;em&gt;Volumes&lt;/em&gt; might be different from &lt;em&gt;SoilVolumes&lt;/em&gt; if you model volumes outside the borehole soil layers.&lt;/p&gt;
&lt;p&gt;More details on the &lt;em&gt;tabulate&lt;/em&gt; command, see here:&lt;br /&gt; &lt;a href="/products/geotechnical1/w/wiki/45942/obtaining-tabulated-data-from-plaxis-input"&gt;https://communities.bentley.com/products/geotechnical1/w/wiki/45942/obtaining-tabulated-data-from-plaxis-input&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;Apart from that, the &lt;em&gt;snap&lt;/em&gt; and &lt;em&gt;mergeequivalents&lt;/em&gt; commands can also help in making the geometry accurate in order to proceed in meshing procedure. For more information about these commands please check our Reference manual and Command reference (Help menu).&lt;/p&gt;
&lt;p&gt;&amp;nbsp;Please try to locate all potential problematic geometry in your model in Input and fix them. Note that not all reported objects are necessarily problems that need to be fixed.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;If the meshing procedure succeeds, then note that the quality of the mesh in Output should also be checked. To see the quality of the mesh you can check the generated mesh in Output and select &lt;em&gt;Mesh&amp;gt;Quality&lt;/em&gt;.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;Be aware that the quality of the mesh is related to the generated element size. Badly shaped elements (slender or pie-shaped) might introduce problems in calculations.&lt;/p&gt;
&lt;p&gt;Note that good elements are these with the same size for length, height and width of the element. &lt;br /&gt; In general, it is recommended to maintain the lowest quality of no less than 0.01 (when possible). In some cases, this may also require applying local mesh refinements in the model to be reached.&lt;/p&gt;
&lt;p&gt;&amp;nbsp;I hope this helps.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>