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	<title type="html"><![CDATA[Cervenka Consulting Forums — beams with and without bonding]]></title>
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	<updated>2023-02-04T08:38:51Z</updated>
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			<title type="html"><![CDATA[Re: beams with and without bonding]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=5039#p5039" />
			<content type="html"><![CDATA[<p>thanks</p>]]></content>
			<author>
				<name><![CDATA[xiaoyang]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=26065</uri>
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			<updated>2023-02-04T08:38:51Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=5039#p5039</id>
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		<entry>
			<title type="html"><![CDATA[Re: beams with and without bonding]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4982#p4982" />
			<content type="html"><![CDATA[<p>Hi, indeed if you consider the bond, depending on the bond stress, you may recover a lower load carrying capacity and structural response. This is quite natural and will depend on the maximal bond strength that you define in the reinforcement bond properties. Regards jan</p>]]></content>
			<author>
				<name><![CDATA[JanCervenka]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=7</uri>
			</author>
			<updated>2022-12-12T17:16:59Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4982#p4982</id>
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			<title type="html"><![CDATA[beams with and without bonding]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4959#p4959" />
			<content type="html"><![CDATA[<p>Why does the bearing capacity of the test beam with the consideration of bonding decrease by 20 percent compared with that without the consideration of bonding</p>]]></content>
			<author>
				<name><![CDATA[xiaoyang]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=26065</uri>
			</author>
			<updated>2022-11-26T04:29:00Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4959#p4959</id>
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