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	<title>SZYSZKA Marcin &#8211; Nobo Solutions Sp. z o.o.</title>
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	<description>Prace badawczo-rozwojowe, projektowanie, analizy i doradztwo</description>
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	<title>SZYSZKA Marcin &#8211; Nobo Solutions Sp. z o.o.</title>
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		<title>Modelling of Composite Steel-Concrete Beams,</title>
		<link>https://www.nobosolutions.com/modelling-of-composite-steel-concrete-beams/</link>
		
		<dc:creator><![CDATA[Nobo]]></dc:creator>
		<pubDate>Tue, 13 Dec 2016 11:27:25 +0000</pubDate>
				<category><![CDATA[Referaty]]></category>
		<category><![CDATA[CZAPLIŃSKI Tomasz]]></category>
		<category><![CDATA[SZYSZKA Marcin]]></category>
		<guid isPermaLink="false">http://nobosolutions.youngmedia.stronazen.pl/?p=2821</guid>

					<description><![CDATA[All the tasks described below were solved during the project concerning development a new type of a prefabricated composite steel-concrete beam. In the project Nobo Solutions team is responsible for numerical modelling and simulations that along with experimental tests in the laboratory (multi-point bending tests, fire resistance tests) are being currently utilized to derive analytical equations describing load capacity of different beams in series.
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										<content:encoded><![CDATA[<p><span style="font-weight: 400;">CZAPLIŃSKI Tomasz, SZYSZKA Marcin:</span></p>
<p><strong>Modelling of Composite Steel-Concrete Beams, </strong></p>
<p><span style="font-weight: 400;">Code_Aster and Salome User Day Clamart (France) 17.03.2016.</span></p>
<p><span style="font-weight: 400;">Streszczenie:</span></p>
<p><span style="font-weight: 400;">All the tasks described below were solved during the project concerning</span></p>
<p><span style="font-weight: 400;">development a new type of a prefabricated composite steel-concrete beam.</span></p>
<p><span style="font-weight: 400;">In the project Nobo Solutions team is responsible for numerical</span></p>
<p><span style="font-weight: 400;">modelling and simulations that along with experimental tests in the</span></p>
<p><span style="font-weight: 400;">laboratory (multi-point bending tests, fire resistance tests) are being</span></p>
<p><span style="font-weight: 400;">currently utilized to derive analytical equations describing load</span></p>
<p><span style="font-weight: 400;">capacity of different beams in series.</span></p>
<p><span style="font-weight: 400;">Due to confidentiality of the project real beam models cannot be</span></p>
<p><span style="font-weight: 400;">revealed. Therefore, the benchmarks of simplified models are presented</span></p>
<p><span style="font-weight: 400;">For the numerical calculation purpose Code_Aster solver is employed.</span></p>
<p><span style="font-weight: 400;">Discretisation of the models is done using commercial software and</span></p>
<p><span style="font-weight: 400;">SALOME combined with Python scripting. Results are post-processed using</span></p>
<p><span style="font-weight: 400;">SALOME (ParaViS module) and GMSH.</span></p>
<p><span style="font-weight: 400;">Link:</span></p>
<p><a href="http://nobosolutions.com/images/publikacje/modellingOfSteel-ConcreteBeams.pdf"><span style="font-weight: 400;">http://nobosolutions.com/images/publikacje/modellingOfSteel-ConcreteBeams.pdf</span></a></p>
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