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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>what is the meaning of plane strain condition or axisymmetric condition in PLAXIS 2D?</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/235768/what-is-the-meaning-of-plane-strain-condition-or-axisymmetric-condition-in-plaxis-2d</link><description>Dear sir, 
 I want to model the soil composite in PLAXIS 2D . How to define the plain strain condition or axisymmetric condition in PLAXIS 2D?</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: what is the meaning of plane strain condition or axisymmetric condition in PLAXIS 2D?</title><link>https://communities.bentley.com/thread/732493?ContentTypeID=1</link><pubDate>Mon, 19 Sep 2022 09:53:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0bca0b49-51f6-46fc-8286-9a6618761a6b</guid><dc:creator>Shailja Joshi</dc:creator><description>&lt;p&gt;thank you sir&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: what is the meaning of plane strain condition or axisymmetric condition in PLAXIS 2D?</title><link>https://communities.bentley.com/thread/732492?ContentTypeID=1</link><pubDate>Mon, 19 Sep 2022 09:53:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:58ed45e8-5839-4398-b566-9ed0a4a3b8f1</guid><dc:creator>Shailja Joshi</dc:creator><description>&lt;p&gt;thank you sir&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: what is the meaning of plane strain condition or axisymmetric condition in PLAXIS 2D?</title><link>https://communities.bentley.com/thread/732462?ContentTypeID=1</link><pubDate>Mon, 19 Sep 2022 08:16:31 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9bcefe43-cda0-443f-bfdf-e0b426105b68</guid><dc:creator>Vasileios Basas</dc:creator><description>&lt;p&gt;&lt;span&gt;Hi Shailja,&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Your question covers many topics in FEA, but I&amp;#39;ll try to answer as best as possible. &lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;In short,&amp;nbsp;&lt;/span&gt;&lt;strong&gt;&lt;span&gt;Plane strain&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;&amp;nbsp;assumes the problem in analysis is of infinite length normal to the plane section of the analysis. By definition, the out-of-plane displacement (strain) is zero in a Plane strain analysis.&amp;nbsp;&lt;/span&gt;&lt;span&gt;The&amp;nbsp;&lt;/span&gt;&lt;strong&gt;&lt;span&gt;Axisymmetric&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;&amp;nbsp;analysis allows you to analyze a 3D problem which is rotationally symmetric about an axis. The input is 2-dimensional, but because of the rotational symmetry, you are, in fact, analyzing a symmetric 3-dimensional problem. The axisymmetric analysis is commonly applied to circular tunnels.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/Example_2D00_of_2D00_a_2D00_plane_2D00_strain_2D00_left_2D00_and_2D00_axisymmetric_2D00_problem_2D00_right_2D00_Brinkgreve_2D00_et_2D00_al.png" /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;When creating a new project, in the Model tab, you have the options of &amp;quot;Plain strain&amp;quot; and &amp;quot;Axisymmetric&amp;quot; in the model type. Alternatively, suppose you have already created a project. In that case, you can change the type of analysis by visiting the &amp;quot;Soil&amp;quot; or &amp;quot;Structures&amp;quot; mode (blue tabs) and then selecting the &amp;quot;Project properties&amp;quot; under the File menu.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1663575431504v3.png" alt=" " /&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: what is the meaning of plane strain condition or axisymmetric condition in PLAXIS 2D?</title><link>https://communities.bentley.com/thread/732461?ContentTypeID=1</link><pubDate>Mon, 19 Sep 2022 08:16:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5705f75b-1681-448f-aa8d-0cc9c68b6f37</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Shailja,&lt;/p&gt;
&lt;p&gt;PLAXIS 2D supports two main conditions for modelling geotechnical projects. I would strongly advise you to study some basics of modelling before continuing as this is considered very important and basic.&lt;/p&gt;
&lt;p&gt;Practically plane strain assumes that you are dealing with a cross-section that in the out-of-plane direction extends in the same way for infinite length:&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1663575280040v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;Axisymmetric conditions assume that you are modelling a slice of 1 radian and the model is extending in a circular way:&lt;br /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1663575336856v2.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;Therefore which type of geometry conditions is better in your case, depends on the geometry you want to simulate. &lt;br /&gt;Note that in some cases there is no other choice but to use PLAXIS 3D.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>