<?xml version="1.0" encoding="UTF-8" ?>
<?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>Tensile cutoff in UDSM</title><link>https://communities.bentley.com/products/geotech-analysis/f/forum/206421/tensile-cutoff-in-udsm</link><description>I am attempting to model a joint between two tunnel sections. 
 The joint&amp;#39;s compressive behaviour can be approximated as a tri-linear elastic. I have created (and tested) a UDSM with tri-linear properties and that seems to works. 
 However, because the</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Tensile cutoff in UDSM</title><link>https://communities.bentley.com/thread/622723?ContentTypeID=1</link><pubDate>Tue, 01 Dec 2020 15:08:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:93174f1c-0269-421c-8628-fc92f8d1b394</guid><dc:creator>Stefanos Papavasileiou</dc:creator><description>&lt;p&gt;Dear Rebecca,&lt;/p&gt;
&lt;p&gt;Due to the complexity of your question, I would ask you to submit a service request so that we can assist you further.&lt;/p&gt;
&lt;p&gt;Then, one of our support engineers can help you in detail:&lt;br /&gt; &lt;a href="https://apps.bentley.com/srmanager/ProductSupport"&gt;https://apps.bentley.com/srmanager/ProductSupport&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>