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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>Bo Xu's Communities Activities</title><link>https://communities.bentley.com/members/48cb31a5_2d00_36ab_2d00_4904_2d00_a922_2d00_dadb6ff5f2e4</link><description>Recent activity for people in Bo Xu's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>3D anisotropic plate - Diferent ratios for EI1/EI2 and EA1/EA2</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/216038/3d-anisotropic-plate---diferent-ratios-for-ei1-ei2-and-ea1-ea2</link><pubDate>Wed, 30 Jun 2021 15:00:01 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a28ccf8e-0f68-41dd-af56-bccbe75f29a6</guid><dc:creator>Francisco Santos Marques</dc:creator><description>&lt;p&gt;Hello PLAXIS team&lt;/p&gt;
&lt;p&gt;&lt;span&gt;I am interested to model a diaphragm wall in each both EI1 and EA1 ( vertical) are still 100% of the isotropic case, but EA2 and EI2 are reduced to 20% and 1% respectively. This is based on the &lt;em&gt;Geotechnique&lt;/em&gt; paper&amp;nbsp; (&lt;/span&gt;ZDRAVKOVIC et al 2005 -&amp;nbsp;Modelling of a 3D excavation in finite element analysis)&amp;nbsp; that recommends this approach to model the anisotropic behaviour of the diaphragm walls ( due to the joint discontinuity in the horizontal direction). See the table and figure below that illustrates what I am trying to accomplish&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img alt=" " height="107" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1625064646433v4.png" width="551" /&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt=" " height="190" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/pastedimage1625064646434v5.png" width="558" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;My question is how I can assign this in PLAXIS 3D?&lt;/p&gt;
&lt;p&gt;It is my understanding that when trying to model an anisotropic plate in PLAXIS 3D, the program uses the inputted E1 and E2 to calculate an E1/E2 ratio. This ratio then is used to define both&amp;nbsp;&lt;span&gt;EI1/EI2 and EA1/EA2 ratios. Hence the EI1/EI2 and EA1/EA2 ratios cannot be specified separately.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Are there any plans for future PLAXIS 3D versions to allow to specify this ratio directly into the program?&amp;nbsp; Is there any workaround to overcome this modelling limitation?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;This approach is also applicable for secant or contig pile walls modelling.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Thanks&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to obtain shear force from &amp;quot;Dummy Plate approach&amp;quot; to model the wall?</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/213832/how-to-obtain-shear-force-from-dummy-plate-approach-to-model-the-wall</link><pubDate>Thu, 13 May 2021 08:30:19 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b0a36c3c-1b13-4b95-8817-775d37818cc3</guid><dc:creator>Bo Xu</dc:creator><description>&lt;p&gt;How to obtain shear force from &amp;quot;Dummy Plate approach&amp;quot; to model the wall?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img alt="Dummy Plate Approach" src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/343671/Dummy-Plate-approach.PNG" /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;The screen shot above only talks about how to calculate back the axial force and bending moment. How about the shear force then?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to capture Exception in python scripting for new_server function?</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/203904/how-to-capture-exception-in-python-scripting-for-new_server-function</link><pubDate>Wed, 30 Sep 2020 07:22:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c3d4a7ac-ef19-4b41-8e91-bd73fc6200e3</guid><dc:creator>Bo Xu</dc:creator><description>&lt;p&gt;I tried to capture the exception case with the following code when the function of new_server is called with wrong scrpting server port ID or password.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;========================================================================================&lt;/p&gt;
&lt;p&gt;&lt;span&gt;try&lt;/span&gt;:&lt;br /&gt;&lt;span&gt;&lt;/span&gt;&amp;nbsp; &amp;nbsp;s_o, g_o = new_server(&lt;span&gt;&amp;#39;localhost&amp;#39;&lt;/span&gt;, outputport, &lt;span&gt;password&lt;/span&gt;=outpass, error_mode=(RAISE))&lt;br /&gt;&lt;span&gt;except&lt;/span&gt;:&lt;br /&gt;&amp;nbsp; &amp;nbsp;msgbox(&lt;span&gt;&amp;quot;Warning: the supplied scripting server port ID or password is not correct.&amp;quot;&lt;/span&gt;)&lt;br /&gt;&amp;nbsp; &amp;nbsp;sys.exit()&lt;/p&gt;
&lt;p&gt;========================================================================================&lt;/p&gt;
&lt;p&gt;However, it seems that the exception does happen even when I provide the correct port ID and password. Not sure how to get it to work. Thanks for help in advance.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Also, is it possible tp reset the port ID / password for the scripting server within the python code in the middle of the process? For example, after some tasks are completed, those settings will be re-set for the following tasks.&amp;nbsp;&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, 30 Sep 2020 06:13:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7988defc-09b0-480a-98b6-ed0e946c5090</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>