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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/"><channel><title>Shokoufeh Zargar's Activities</title><link>https://communities.bentley.com/members/23e6ec40_2d00_923b_2d00_44a4_2d00_aed5_2d00_8ca92cdca4c8</link><description>Shokoufeh Zargar's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Plate Poisson&amp;#39;s Ratio</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/222309/plate-poisson-s-ratio</link><pubDate>Thu, 18 Nov 2021 02:54:49 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7ab3f34c-304f-421c-a4b6-fabe76d2fe7e</guid><dc:creator>Shokoufeh Zargar</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;I have modeled a simply supported beam in Plaxis-2D and 3D, and by using a Poisson&amp;#39;s ratio of zero the deflections are similar to theoretical values (and checked it vs. Abaqus). However, by considering a Poisson&amp;#39;s ratio of 0.3 the displacements are reduced which is not consistent with &lt;span&gt;expected&lt;/span&gt; behavior (by increasing the Poisson&amp;#39;s ratio we expect shear modulus to be decreased, therefore resulting in increase of shear deformations). Also, by considering P-delta effects (updated mesh) in Plaxis the displacements decrease which is opposite of the expected behavior.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;.&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/343671/Model_5F00_SimpleBeam_5F00_Poissonp3_5F00_FromScratch-.p2dx.7z"&gt;communities.bentley.com/.../Model_5F00_SimpleBeam_5F00_Poissonp3_5F00_FromScratch-.p2dx.7z&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1637204239918v1.png" /&gt;&lt;/p&gt;
&lt;p&gt;Thank you for your support,&lt;/p&gt;
&lt;p&gt;Shokoufeh&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to code /output in python?</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/219542/how-to-code-output-in-python</link><pubDate>Wed, 15 Sep 2021 18:31:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:02081bc3-cefd-4751-8d51-5027b6988669</guid><dc:creator>Shokoufeh Zargar</dc:creator><description>&lt;p&gt;How can I code the following lines in Python for Plaxis 2D (2018)? Thank you.&lt;/p&gt;
&lt;p&gt;_selectmeshpoints&lt;/p&gt;
&lt;p&gt;/output addcurvepoint &amp;quot;Node&amp;quot; (1.4 0.0)&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Wed, 15 Sep 2021 00:21:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d5097aad-0857-4968-8f8b-c7cd2dcfb52e</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>