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		<title><![CDATA[Cervenka Consulting Forums — modelling a GFRP bar RC beam]]></title>
		<link>https://forums.cervenka.cz/viewtopic.php?id=1888</link>
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		<description><![CDATA[The most recent posts in modelling a GFRP bar RC beam.]]></description>
		<lastBuildDate>Mon, 14 Nov 2016 08:58:22 +0000</lastBuildDate>
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			<title><![CDATA[Re: modelling a GFRP bar RC beam]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=3616#p3616</link>
			<description><![CDATA[<p>Dear asfeiza,<br />I assume you have already read ATENA Troubleshooting, 2.2.18 My analysis results do not match the experiment/expectations. How can I improve my model?&nbsp; </p><p>If you wish help with your particular modelling, please follow Troubleshooting, 2.1.1 to send us your model, a graph comparing the measured and calculated Load-Displacement curves, etc. </p><p>Regards.</p>]]></description>
			<author><![CDATA[null@example.com (dpryl)]]></author>
			<pubDate>Mon, 14 Nov 2016 08:58:22 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=3616#p3616</guid>
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			<title><![CDATA[modelling a GFRP bar RC beam]]></title>
			<link>https://forums.cervenka.cz/viewtopic.php?pid=3612#p3612</link>
			<description><![CDATA[<p>hello,</p><p>i have done modelling the GFRP bar RC beam, but unfortunetly i didn&#039;t get a good graph and can not validated same as my experiment. i also do the modelling RC by using steel bar, and i get the same trend as my experiment. i have compare my atena modelling with other finite element, but for my modelling GFRP bar RC beam, it not give a good trend, and the load smaller then experimental. what should i do? I have model GFRP bar same as i Model the Steel.&nbsp; I pick Linear type for modelling GFRP bar in reinforcement material. tq</p>]]></description>
			<author><![CDATA[null@example.com (asfeiza)]]></author>
			<pubDate>Sat, 12 Nov 2016 01:20:20 +0000</pubDate>
			<guid>https://forums.cervenka.cz/viewtopic.php?pid=3612#p3612</guid>
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