<?xml version="1.0" encoding="utf-8"?>
<feed xmlns="http://www.w3.org/2005/Atom">
	<title type="html"><![CDATA[Cervenka Consulting Forums — apply cyclic load on reinforced concrete beam]]></title>
	<link rel="self" href="https://forums.cervenka.cz:80/extern.php?action=feed&amp;tid=2025&amp;type=atom" />
	<updated>2019-04-24T13:32:33Z</updated>
	<generator>PunBB</generator>
	<id>https://forums.cervenka.cz/viewtopic.php?id=2025</id>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4195#p4195" />
			<content type="html"><![CDATA[<p>Dear Balvir Singh, <br />is there any specific reason why you are using quadratic tetrahedra elements? <br />Other than that, you can follow Troubleshooting, 2.1.1 to send us your model etc. <br />Regards.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2019-04-24T13:32:33Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4195#p4195</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4194#p4194" />
			<content type="html"><![CDATA[<p>Hello sir<br /> this type of problem/ error occurs after 14th step<br />x)&nbsp; &nbsp; &nbsp; CCFEModelExc: Negative or zero value of element Jacobian: -0.00262583, in element id: 13, group id: 410517505, name: <br />&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; Quadratic Tetra elements(5402) for Macroelement 1<br />(x)&nbsp; &nbsp; CCFEModelExc: Multiple thread exception occured 1 times.</p>]]></content>
			<author>
				<name><![CDATA[sandhu_balvir]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25551</uri>
			</author>
			<updated>2019-04-23T14:58:19Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4194#p4194</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4193#p4193" />
			<content type="html"><![CDATA[<p>Dear Balvir Singh, <br />1. for the most frequent sources of numericla problems, please see Troubleshooting, 2.4.6 Floating point problems - Division by zero, Loss of &gt;7 digits on the matrix diagonal, CCFEModelExc: CCPardiso solver error: zero pivot,&nbsp; Warning: Sign of diagonal changed when reducing equation, Floating point exception: Multiple floating points traps, Zero or negative jacobian,&nbsp; InvertA: zero determinant, CCMaterials Extended AExc: CC5ParamYield F: project_stress_on_f_division by zero, and similar. </p><p>2. If you still can not solve the problem, you can follow Troubleshooting, 2.1.1 to send us your model etc. </p><p>Regards.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2019-04-23T08:30:34Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4193#p4193</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4190#p4190" />
			<content type="html"><![CDATA[<p>Sir<br />i am facing some problem during analysis please help<br />&nbsp; &nbsp; &nbsp; &nbsp; &nbsp;1.&nbsp; this type of warning occurs during the analysis.<br />&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;Warning: Sign of diagonal changed when reducing equation: 10891, (node: 13065, dof_id: 1); value : 53335.5.</p><p>2. As i am applying positive load&nbsp; only&nbsp; but in&nbsp; analysis showing negative load</p>]]></content>
			<author>
				<name><![CDATA[sandhu_balvir]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25551</uri>
			</author>
			<updated>2019-04-22T15:59:05Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4190#p4190</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4187#p4187" />
			<content type="html"><![CDATA[<p>hello Sir<br />i tried my model for cyclic loading up to 25 mm deflection as per Atena manual 3.1.1 with increase of 5 mm after each cycle. results&nbsp; are not appropriate&nbsp; and&nbsp; shows no. of warnings.&nbsp; i want to model it for 13 no. of cycles(65 mm deflection with increase of 5mm in each cycle) but not able to understand the problem.</p><p>Can you please check my model?</p><p>Thanks and regards<br />Balvir Singh</p>]]></content>
			<author>
				<name><![CDATA[sandhu_balvir]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25551</uri>
			</author>
			<updated>2019-04-19T08:37:37Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4187#p4187</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4183#p4183" />
			<content type="html"><![CDATA[<p>Dear Balvir Singh, <br />please first see ATENA Troubleshooting, 2.2.26 How can I model cyclic or fatigue loading? for basic related information (then, contact us to clear the remaining questions/unclarities). </p><p>Regards.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2019-04-16T09:25:43Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4183#p4183</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=4180#p4180" />
			<content type="html"><![CDATA[<p>Dear sir</p><p>i want to apply cyclic loading (Deflection controlled;&nbsp; &nbsp; &nbsp; <br /> FIRST CYCLE( 0-5-0)mm,<br /> Second cycle (0-10-0) <br />and so on up to deflection of 75 mm).<br /> Please help to model</p><br /><p>Regards:&nbsp; &nbsp; &nbsp;Balvir Singh</p>]]></content>
			<author>
				<name><![CDATA[sandhu_balvir]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25551</uri>
			</author>
			<updated>2019-04-14T07:42:06Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=4180#p4180</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3996#p3996" />
			<content type="html"><![CDATA[<p>Yes - please send us the model etc. (Troubleshooting, 2.1.1).</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2018-08-09T14:00:07Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3996#p3996</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3994#p3994" />
			<content type="html"><![CDATA[<p>Hi, </p><p>Thanks for the advice. but my deflection vs number of cycles graph is a strainght line which is impossible. could you help me to check the model. </p><p>with best regards</p>]]></content>
			<author>
				<name><![CDATA[ab1234]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25466</uri>
			</author>
			<updated>2018-08-09T00:37:35Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3994#p3994</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3993#p3993" />
			<content type="html"><![CDATA[<p>Dear ab1234, <br />1. I recommend to also see the Fatigue example included in ATENA installation (%Public%\Documents\ATENA Examples\Science\GiD\Tutorial.Static3D\DirectTensionFatigue.gid). </p><p>2. Please keep in mind loads are incremental in ATENA (see also Troubleshooting, 2.2.15 How to model a load combination, e.g., a constant vertical force during horizontal displacement applied until failure?). </p><p>3. Please see also ATENA-GiD User&#039;s, 5.3.1.3 CC3DNonLinCementitious2Fatigue and 5.4.1 Fatigue. </p><p>4. For additional / background information, you can see ATENA Theory, 2.2.10 Fatigue. </p><p>5. If the problems persists or new questions arise, you can send us your model etc. following Troubleshooting, 2.1.1. </p><p>Regards.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2018-08-08T08:30:54Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3993#p3993</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3992#p3992" />
			<content type="html"><![CDATA[<p>Hi, </p><p>Thanks for your reply. I have viewed the tutorials and followed them step by step, but the analysis was interrupted due to some mistakes that I cannot identify. <br />Last time I build a plain concrete model under static load and the result (loading vs deflection graph) was pretty good, this time I tried to build a steel fibre reinforced concrete under cyclic loading ( the load range was provided by my teacher), so based on my old model, I did some modification as listed below<br />1) change the &#039;Solid Concrete&#039; properties into &#039;Cementitious 2&#039;, mateiral prototype &#039;CC3DNonLinCementitious2Fatigue&#039; ( i am using atena science) <br />2) add a monitor for EXTERNAL FORCES at the loading point <br />3) add six internal data ( this process I am not sure if the interval multiplier and load steps are correct or not)<br />4) click on &#039;Write Fatigue Applied Cycles Monitor&#039; in Problem data-&gt; global options </p><p>Please let me know if there is any mistake about these four steps and anything i need to improve. since i have prescribed force level in each cycle ( 0 kN-&gt;22kN-&gt;40 kN -&gt;11kN -&gt;40 kN -&gt;11 kN), I have no idea about how to apply these loads in the &#039;Interval Data&#039;. If possible, could you please give me some advice? </p><p>with best regards</p>]]></content>
			<author>
				<name><![CDATA[ab1234]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25466</uri>
			</author>
			<updated>2018-08-08T06:40:55Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3992#p3992</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[Re: apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3990#p3990" />
			<content type="html"><![CDATA[<p>Dear ab1234, please first see ATENA Troubleshooting, 2.2.26 How can I model cyclic or fatigue loading? for basic related information (then, contact us to clear the remaining questions/unclarities). <br />Regards.</p>]]></content>
			<author>
				<name><![CDATA[dpryl]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=4</uri>
			</author>
			<updated>2018-08-07T09:20:59Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3990#p3990</id>
		</entry>
		<entry>
			<title type="html"><![CDATA[apply cyclic load on reinforced concrete beam]]></title>
			<link rel="alternate" href="https://forums.cervenka.cz/viewtopic.php?pid=3986#p3986" />
			<content type="html"><![CDATA[<p>Hi, </p><p>I build up a reinforced concrete model which similar to the example model in Atena Science tutorial. I would like to know how to apply cyclic load on the beam, the beam is under the cyclic load which is ranged from 21kN to 74 kN at frequencies of 3 Hz. </p><p>could you give me some hint about it ? </p><p>Thanks</p>]]></content>
			<author>
				<name><![CDATA[ab1234]]></name>
				<uri>https://forums.cervenka.cz/profile.php?id=25466</uri>
			</author>
			<updated>2018-08-07T00:51:31Z</updated>
			<id>https://forums.cervenka.cz/viewtopic.php?pid=3986#p3986</id>
		</entry>
</feed>
