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	<title type="html"><![CDATA[Cervenka Consulting Forums — Shear retention factor of fiber reinforced concrete]]></title>
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	<updated>2022-03-08T14:35:03Z</updated>
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			<title type="html"><![CDATA[Re: Shear retention factor of fiber reinforced concrete]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4897#p4897" />
			<content type="html"><![CDATA[<p>Hello Petr,<br />Can you please let me know what material are you using in GID for concrete ? <br />Or send me your model with the problem&nbsp; to cervenka@cervenka.cz</p><p>Regards,<br />Mohamad</p>]]></content>
			<author>
				<name><![CDATA[mohamad.ahmad]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25783</uri>
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			<updated>2022-03-08T14:35:03Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4897#p4897</id>
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			<title type="html"><![CDATA[Shear retention factor of fiber reinforced concrete]]></title>
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			<content type="html"><![CDATA[<p>Hello,</p><p>I am modelling composite steel-concrete frame joint with fiber reinforced concrete slab in Atena Science. I would like to know shear retention factor of fiber reinforced concrete. In the literature I found a procedure for calculating only in case of rebars reinforcement (ATENA Program Documentation, Part 1, Theory), not for dispersed reinforcement. Can I use this procedure also for the case of dispersed reinforcement?</p><p>I suppose to multiply the volume of fibers (e.g. 1%) by 0.4 (effective orientation factor of steel fibers) to obtain a factor &quot;p&quot; that takes into account the degree of reinforcement. Is it correct procedure to obtain shear retention factor of fiber reinforced concrete?</p><p>Thank you.</p><p>Petr</p>]]></content>
			<author>
				<name><![CDATA[Petr12]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25888</uri>
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			<updated>2022-03-03T11:24:24Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4891#p4891</id>
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