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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>How to model the foundation of the structure with Plaxis 3d (v2013) software?</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/195939/how-to-model-the-foundation-of-the-structure-with-plaxis-3d-v2013-software</link><description>I have a simulation performed by plaxis 2013 , which collapses and it does not converge properly. I would appreciate it if someone could give me an idea of the problem. This is a model of the wind turbine foundation where I’ve used the Mohr-Coloumb constitutive</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: How to model the foundation of the structure with Plaxis 3d (v2013) software?</title><link>https://communities.bentley.com/thread/585837?ContentTypeID=1</link><pubDate>Mon, 11 May 2020 11:44:31 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0aa36ec3-2e70-49e9-aa18-998cb03017d8</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Hamidreza,&lt;/p&gt;
&lt;p&gt;The question is whether it is important to you and the project to simulate the interaction between the different pieces. If the pieces are fully connected then an interface is not needed. If the pieces can move relative to each other then an interface can be used.&lt;/p&gt;
&lt;p&gt;Typically for soil to structure interaction, the interface is required so that it is possible to have a relative movement of the soil. Without an interface, the nodes of the soil will be fully connected to the nodes of the structure.&lt;/p&gt;
&lt;p&gt;In both cases, this depends on the engineering and design decisions.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to model the foundation of the structure with Plaxis 3d (v2013) software?</title><link>https://communities.bentley.com/thread/584856?ContentTypeID=1</link><pubDate>Wed, 06 May 2020 08:55:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dba91591-2d04-4db0-802f-0bab380f556a</guid><dc:creator>hamidreza jafari</dc:creator><description>&lt;p&gt;Hi&lt;/p&gt;
&lt;p&gt;In the following figure, the foundation is modeled in several pieces. Is it necessary to define an interface between the pieces or not?&lt;br /&gt;In addition,Is it necessary to define the interface between soil and foundation or not?&lt;/p&gt;
&lt;p&gt;thanks for your attention&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/02.png_2D00_320x240.png" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to model the foundation of the structure with Plaxis 3d (v2013) software?</title><link>https://communities.bentley.com/thread/583363?ContentTypeID=1</link><pubDate>Tue, 28 Apr 2020 07:32:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:830f2ae0-6c47-4223-81ab-7a36c68a4704</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Hamidreza,&lt;/p&gt;
&lt;p&gt;Rushan is correct, the cone command is available for PLAXIS 3D 2013.&lt;/p&gt;
&lt;p&gt;Here is a video on the loft polycurves feature showing how easily this can be done with PLAXIS CONNECT Edition:&lt;br /&gt;&lt;a class="ytp-share-panel-link ytp-no-contextmenu" href="https://youtu.be/-ADE7b1B_8U" rel="noopener noreferrer" target="_blank"&gt;https://youtu.be/-ADE7b1B_8U&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to model the foundation of the structure with Plaxis 3d (v2013) software?</title><link>https://communities.bentley.com/thread/583008?ContentTypeID=1</link><pubDate>Sun, 26 Apr 2020 18:09:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7167680b-616e-4ad8-8cf8-146d1b6a39ad</guid><dc:creator>Rushan Gizzatullin</dc:creator><description>&lt;p&gt;Dear &lt;strong&gt;Hamidreza&lt;/strong&gt;,&lt;/p&gt;
&lt;p&gt;In the current 3D CONNECT Eiditon version we have a good &lt;em&gt;Loft polycurves&lt;/em&gt; option. For this option we need only two circles (polucurves).&lt;/p&gt;
&lt;p&gt;As an alternative, we can use command &lt;em&gt;cone&lt;/em&gt;, which allows to creat a cone (volume) with&amp;nbsp;radius, height and top circle base parameters.&amp;nbsp;For more information please see Command Reference: Help &amp;mdash; Command Reference &amp;mdash; Input &amp;mdash; Input commands reference &amp;mdash; cone.&lt;/p&gt;
&lt;p&gt;Moreover, this command has possibility to create&amp;nbsp;truncated cone. Below you can find the screenshot from Command reference:&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1587924433026v1.png" /&gt;&lt;/p&gt;
&lt;p&gt;Unfortunately I do not know, if this option is available in 3D 2013 version.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to model the foundation of the structure with Plaxis 3d (v2013) software?</title><link>https://communities.bentley.com/thread/582968?ContentTypeID=1</link><pubDate>Sun, 26 Apr 2020 08:23:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7bb61fc4-5330-4f28-9439-67a1fb1318dc</guid><dc:creator>hamidreza jafari</dc:creator><description>&lt;p&gt;Hi&lt;/p&gt;
&lt;p&gt;Thank you very much for your response&lt;/p&gt;
&lt;p&gt;The process of geometric modeling of wind turbine base is done as follows&lt;br /&gt;I used pairs of rings to create a frustum pyramid (right shape) and draw circles. This may be the reason for the modeling error&lt;br /&gt;Is this simulation correct? And can you advise me on how I can model the left shape in Plaxis 2013?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img class="align-right" style="float:right;" alt=" " height="169" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/02.png" width="257" /&gt;&lt;img class="align-left" style="float:left;" alt=" " height="165" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/01.png" width="336" /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: How to model the foundation of the structure with Plaxis 3d (v2013) software?</title><link>https://communities.bentley.com/thread/582155?ContentTypeID=1</link><pubDate>Wed, 22 Apr 2020 14:24:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f4cea0ac-2bba-452b-a5bd-5353c929d19d</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Hamidreza,&lt;/p&gt;
&lt;p&gt;We no longer support PLAXIS 3D 2013 as we have released 6 newer versions with lots of improvements and new features. Our currently supported versions are PLAXIS 3D CONNECT Edition V20 (Update 2) and PLAXIS 3D 2018 version.&lt;/p&gt;
&lt;p&gt;In general, in order to find out what the mechanism for failure is, and so possibly determining the cause, these Output plots should be inspected:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;deformed mesh&lt;/li&gt;
&lt;li&gt;total displacements (shaded plot)&lt;/li&gt;
&lt;li&gt;incremental displacement (shaded plot and/or arrows)&lt;/li&gt;
&lt;li&gt;total deviatoric strain (shaded plot)&lt;/li&gt;
&lt;li&gt;incremental shear strains (shaded plot)&lt;/li&gt;
&lt;li&gt;Plastic Points plot&lt;/li&gt;
&lt;li&gt;when applicable: excess pore pressure plot&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;A combination of these plots will usually give insight into what is happening.&lt;/p&gt;
&lt;p&gt;Note that a big role is also played by the constitutive model used. The Mohr-Coulomb is a linear elastic perfectly plastic model with a Mohr-Coulomb failure criterion, which can explain the reason for the unrealistic uplift you see in the results.&lt;/p&gt;
&lt;p&gt;Please consider upgrading your version so that we can assist you further with your project. To request for an upgrade, please submit a Service Request following the link here:&amp;nbsp;&lt;a href="https://apps.bentley.com/srmanager/"&gt;https://apps.bentley.com/srmanager/&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>