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	<title type="html"><![CDATA[Cervenka Consulting Forums — External shear-strenghtened beam]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=2028&amp;type=atom" />
	<updated>2018-08-21T08:34:04Z</updated>
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	<id>https://forums.cervenka.cz/viewtopic.php?id=2028</id>
		<entry>
			<title type="html"><![CDATA[Re: External shear-strenghtened beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4001#p4001" />
			<content type="html"><![CDATA[<p>Dear do2306,<br />please see Troubleshooting, 2.2.1 Is there an example how to change the structure during analysis to consider the construction process? for basic related information on structural changes during the analysis. </p><p>Regards.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2018-08-21T08:34:04Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4001#p4001</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[External shear-strenghtened beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4000#p4000" />
			<content type="html"><![CDATA[<p>Hello,<br />I work with ATENA 3D as part of my master thesis and try to describe my problem. Basically, I simulate a beam from an experiment and then do a parameter study. The beam is a prestressed T-beam with a total length of 12 m and 2 symmetrical fields with a length of 6 m each. The beam is reinforced differently in both fields and is uniformly loaded in both fields by a single load. In the experiment, the weaker-reinforced field (Field 1) was strengthened shortly before failure with the help of 5 traverses above and below the beam which are connected with threaded rods, so Field 1 could not fail due to shear force. Subsequently, the beam was further loaded in both fields until the failure of the more reinforced field (Field 2). In this way 2 experiments could be carried out on one beam.</p><p>My question: Is it possible to simulate the modification of Field 1 as in the experiment? The Field 1 must continue to be able to twist, as the load attacks eccentrically. However, the Field 1 must not fail due to shear force under further load.<br />I have already considered that the entire beam is modeled once only with the reinforcement as in field 1 and once with the reinforcement as in Field 2, but I&#039;m not sure if the overall load behavior is not different. I would like to picture the beam as realistically as possible.</p><p>Many thanks for the help.</p><p>Regards.</p>]]></content>
			<author>
				<name><![CDATA[do2306]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25470</uri>
			</author>
			<updated>2018-08-20T13:38:39Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4000#p4000</id>
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