https://communities.bentley.com/members/5de663b1_2d00_8438_2d00_4905_2d00_93f9_2d00_bd3bfd3198d5Recent activity for people in Sarah J's communityen-USTelligent Community 12https://communities.bentley.com/products/geotech-analysis/f/forum/230830/what-is-the-value-of-force-in-kn-generated-when-some-prescribed-displacement-is-given-i-e-value-of-fy-in-knMon, 06 Jun 2022 07:58:10 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:40caf615-5efc-48c0-8b12-b072686ec76fChetana -<p>What is the value of force in KN generated when some prescribed displacement is given. i.e. value of Fy in KN</p><div style="clear:both;"></div>https://communities.bentley.com/products/geotech-analysis/f/forum/233688/command-automation-for-older-versionsSat, 06 Aug 2022 08:45:44 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8a999c2b-cd27-49c2-aace-6f3fcb2723f9Sarah J<p>I know Python can be used for the newer versions. Is there any way to automate the modeling, settings, and calculation process for Plaxis 8.6?</p><div style="clear:both;"></div>https://communities.bentley.com/products/geotech-analysis/f/forum/233689/plaxis-v20-2d-stops-prematurelySat, 06 Aug 2022 08:54:45 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fbbddd20-3ade-42d8-ad8c-c958c9a3efbbSarah J<p>I am modeling a simple circular footing on the sand with prescribed displacement with Plaxis V20. The issue is that sometimes the calculation stops prematurely without finishing the process. The notification would be something like; load advancement fails, or soil failure.</p> <p>Now, when I take the same exact case to Plaxis 8.6, the calculation continues normally without any issues, even the deformation looks good.</p> <p>Hence, and after many runs in both versions, I think the issue is that the V20 version stops mistakenly.</p> <p>My question is, how to change the stop criteria in Plaxis V20?</p><div style="clear:both;"></div>https://communities.bentley.com/products/geotech-analysis/f/forum/233247/load---displacement-curve-for-prescribed-displacement-deformationThu, 28 Jul 2022 13:03:40 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b724d4eb-7ce7-45b0-9364-1f23f56c3190Sarah J<p>I found the article that talks about (How to get a load - displacement curve using Scripting interface). It was useful and I tried it, and it worked smoothly with Python.</p> <p>Now, the problem I have is different from the one given in the example in the article. I have a prescribed displacement (line displacement) instead of the line load.</p> <p>I tried to modify the Python code to accommodate the changes, but I have struggled with these lines as I could not change them to reflect the prescribed displacement:</p> <div> <div class="content-scrollable-wrapper"> <pre><span>g_i</span><span>.</span><span>LineLoad_1_1</span><span>.</span><span>qy_start</span>[<span>g_i</span><span>.</span><span>Phase_1</span>]<br /><span>loadfeature_i</span> <span>=</span> <span>g_i</span><span>.</span><span>LineLoad_1_1</span> <br /><span>qphase_end</span> <span>=</span> <span>getphasevalue</span>(<span>loadfeature_i</span><span>.</span><span>qy_start</span>, <span>phase_i</span>)<br /><span>loadfeature_i</span><span>.</span><span>Active</span>[<span>phase_i</span><span>.</span><span>PreviousPhase</span>]: <span>qphase_start</span> <span>=</span> <span>loadfeature_i</span><span>.</span><span>qy_start</span>[<span>phase_i</span><span>.</span><span>PreviousPhase</span>]<br /><br />Could you please help?<br /><br />Thank you.</pre> </div> </div><div style="clear:both;"></div>https://communities.bentley.com/products/geotech-analysis/f/forum/233276/reaction-force-in-2dFri, 29 Jul 2022 05:16:30 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c575614f-3ecd-4c5c-9dd3-d54319911ef5Sarah J<p>What is the Python code to calculate the reaction Fy in a 2D model? I could not find it in the reference.</p><div style="clear:both;"></div>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Thu, 28 Jul 2022 01:01:28 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bed7c01a-a61d-448b-ad09-373fc56aec0aAsk a question in a forum.