https://communities.bentley.com/members/4c6b79a8_2d00_7afc_2d00_48e3_2d00_bb87_2d00_778d4e74d543Nicola Rossi's recent activityen-USTelligent Community 12https://communities.bentley.com/products/geotech-analysis/f/forum/247489/define-strength-parameters-as-functions-of-strainsMon, 10 Jul 2023 14:15:33 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d996babe-3f52-4403-9218-0a2d21f70b14Nicola Rossi<p>Hi, is it possible to define a strength parameter (such as cohesion and friction angle) as a function of the deviatoric strains?</p> <p>There are two acceptable options:</p> <p>1. The parameters are updated along with the strains during the analyses.</p> <p>2. The parameters are unchanged during the whole analysis where strains develop, then we update the parameters in each node, and then following analyses are conducted with the new parameters kept constant again.</p> <p></p> <p>For the second option, there should be a way to assign a parameter value to each node. Is this possible in plaxis?</p> <p>Solutions that require scripting are welcome!</p><div style="clear:both;"></div>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Mon, 10 Jul 2023 01:37:11 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d39e0726-d74e-4bc3-bb2f-b09c8cb2bfb9Ask a question in a forum.