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		<title><![CDATA[Cervenka Consulting Forums — Prestressing a Load application slab for testing]]></title>
		<link>https://forums.cervenka.cz/viewtopic.php?id=2162</link>
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		<description><![CDATA[The most recent posts in Prestressing a Load application slab for testing.]]></description>
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			<title><![CDATA[Re: Prestressing a Load application slab for testing]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4491#p4491</link>
			<description><![CDATA[<p>Dear rdevine, <br />1. we generally recommend to use 5-10 load steps even for loads not expected to get close to peak load, as local nonlinearities, both geometrical and material, can already be important. </p><p>2. Please always check the convergence errors - see Troubleshooting, 2.1.19 Problems reaching convergence and understanding ATENA convergence parameters and 2.4.2 I get the message &quot;The execution is killed due to violation of stop iteration criteria&quot;, what does it mean?</p><p>3. If you seek comments/advice with respect to a particular model, please follow Troubleshooting, 2.1.1 to send us the model etc. </p><p>Regards.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Fri, 17 Jan 2020 10:15:51 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4491#p4491</guid>
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			<title><![CDATA[Re: Prestressing a Load application slab for testing]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4490#p4490</link>
			<description><![CDATA[<p>Of note, it does seem that there is some convergence to a solution when 100-200 steps are used. My concern is why the 1 step application of the prestressing force is causing cracking, when these smaller steps do not.</p>]]></description>
			<author><![CDATA[null@example.com (rdevine)]]></author>
			<pubDate>Thu, 16 Jan 2020 22:52:15 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4490#p4490</guid>
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			<title><![CDATA[Prestressing a Load application slab for testing]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=4489#p4489</link>
			<description><![CDATA[<p>Hello,</p><p>I am trying to model behavior of low rise wall specimens, and I am incorporating a clamping load using an external cable element to model the clamping that was required to attach the loading actuator to the specimen.</p><p>I have noticed, that when applying this prestressing load, the results after prestressing vary significantly dependent on how many steps over which I apply the load. Applied in one step, the cracking due to prestressing matched the observed behavior well, but if I apply the prestressing load over 100-200 steps, the prestressing load that results in cracking significantly increases.</p><p>Is there something in the external cable model that is step dependent as I am seeing? Nothing else is changed between the models, and I have confirmed that the same total cable load is achieved by the end of the model.</p><p>Thanks</p>]]></description>
			<author><![CDATA[null@example.com (rdevine)]]></author>
			<pubDate>Thu, 16 Jan 2020 22:45:05 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=4489#p4489</guid>
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