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	<title>Plate/shell structures &#8211; BuildSoft Support</title>
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		<title>DLS 02: Lozenge &#8211; shaped thin plate with one edge fixed &#8211; eigenfrequencies</title>
		<link>https://support.buildsoft.eu/knowledge-base/lozenge-shaped-thin-plate-with-one-edge-fixed-eigenfrequencies/</link>
		
		<dc:creator><![CDATA[Dorien Elleboog]]></dc:creator>
		<pubDate>Fri, 17 Nov 2023 14:19:45 +0000</pubDate>
				<guid isPermaLink="false">https://support.buildsoft.eu/?post_type=ht_kb&#038;p=10959</guid>

					<description><![CDATA[Description Results For α = 15° For α = 30° For α = 45° References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLS 02: plaque Losange mince encastrée sur un bord]]></description>
										<content:encoded><![CDATA[<h2>Description</h2>
<p><img decoding="async" loading="lazy" class="size-full wp-image-10967 aligncenter" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02a.png" alt="" width="288" height="356" srcset="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02a.png 288w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02a-243x300.png 243w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02a-40x50.png 40w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02a-49x60.png 49w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02a-28x35.png 28w" sizes="(max-width: 288px) 100vw, 288px" /></p>
<div class="su-table">
<table>
<tbody>
<tr>
<th rowspan="3">Material</th>
<td></td>
<td>Modulus of elasticity</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-b5037b37ee25bbb2d75592f7c5e9abdd_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#069;&#061;&#050;&#049;&#048;&#032;&#048;&#048;&#048;&#032;&#078;&#047;&#109;&#109;&#094;&#050;" title="Rendered by QuickLaTeX.com" height="20" width="154" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Density</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-9aa16ca9a87627505eb1888430ea2ae1_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#114;&#104;&#111;&#061;&#055;&#056;&#048;&#048;&#032;&#107;&#103;&#047;&#109;&#094;&#051;" title="Rendered by QuickLaTeX.com" height="20" width="119" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Poisson’s ratio</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-e1d77fac198df4df46bc79bc8768fd7c_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#110;&#117;&#061;&#032;&#048;&#046;&#051;" title="Rendered by QuickLaTeX.com" height="12" width="57" style="vertical-align: 0px" /></td>
</tr>
<tr>
<th rowspan="3">Geometry</th>
<td>Cross-section</td>
<td>Thickness</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-3bebfae7b8f2e076deca8e2e2a159951_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#101;&#032;&#061;&#032;&#049;&#048;&#109;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="81" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td>Boundary conditions</td>
<td>Along line AB</td>
<td>Fixed support</td>
</tr>
<tr>
<td></td>
<td>Consider a case for each angle</td>
<td>α = 15°, 30°, 45°</td>
</tr>
<tr>
<th rowspan="2">Mesh</th>
<td></td>
<td>Maximum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-77304f31bc26ae70f0005cd28a21b06e_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#048;&#053;&#109;" title="Rendered by QuickLaTeX.com" height="13" width="47" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td></td>
<td>Minimum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-4c141dbea52a6feca16c0f03aba61b68_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#048;&#048;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="47" style="vertical-align: 0px" /></td>
</tr>
</tbody>
</table>
</div>
<div class="su-accordion su-u-trim"><div class="su-spoiler su-spoiler-style-default su-spoiler-icon-plus su-spoiler-closed" data-scroll-offset="0" data-anchor-in-url="no"><div class="su-spoiler-title" tabindex="0" role="button"><span class="su-spoiler-icon"></span>How do I model a skew plate?</div><div class="su-spoiler-content su-u-clearfix su-u-trim"><iframe loading="lazy" src="https://player.vimeo.com/video/887057994" width="960" height="515&quot;" frameborder="0" allowfullscreen="allowfullscreen"></iframe></div></div></div>
<h2>Results</h2>
<h4>For α = 15°</h4>
<div class="su-table">
<table>
<tbody>
<tr>
<th>Eigen mode</th>
<th>Shape</th>
<th>Independent reference</th>
<th>Diamonds</th>
<th>Difference</th>
</tr>
<tr>
<td style="text-align: center">1</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10971" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02c1.png" alt="" width="400" height="267" /></td>
<td style="text-align: center">8.999Hz</td>
<td style="text-align: center">8.950Hz</td>
<td style="text-align: center">-0.54%</td>
</tr>
<tr>
<td style="text-align: center">2</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10972" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02c2.png" alt="" width="399" height="267" /></td>
<td style="text-align: center">22.171Hz</td>
<td style="text-align: center">21.751Hz</td>
<td style="text-align: center">-1.9%</td>
</tr>
</tbody>
</table>
</div>
<h4>For α = 30°</h4>
<div class="su-table">
<table>
<tbody>
<tr>
<th>Eigen mode</th>
<th>Shape</th>
<th>Independent reference</th>
<th>Diamonds</th>
<th>Difference</th>
</tr>
<tr>
<td style="text-align: center">1</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10973" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02c3.png" alt="" width="402" height="331" /></td>
<td style="text-align: center">9.899Hz</td>
<td style="text-align: center">9.823Hz</td>
<td style="text-align: center">-0.76%</td>
</tr>
<tr>
<td style="text-align: center">2</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10974" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02c4.png" alt="" width="393" height="328" /></td>
<td style="text-align: center">25.465Hz</td>
<td style="text-align: center">23.534Hz</td>
<td style="text-align: center">-7.58%</td>
</tr>
</tbody>
</table>
</div>
<h4>For α = 45°</h4>
<div class="su-table">
<table>
<tbody>
<tr>
<th>Eigen mode</th>
<th>Shape</th>
<th>Independent reference</th>
<th>Diamonds</th>
<th>Difference</th>
</tr>
<tr>
<td style="text-align: center">1</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10975" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02c5.png" alt="" width="334" height="364" /></td>
<td style="text-align: center">11.121Hz</td>
<td style="text-align: center">11.292Hz</td>
<td style="text-align: center">1.54%</td>
</tr>
<tr>
<td style="text-align: center">2</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10976" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS02c6.png" alt="" width="334" height="366" /></td>
<td style="text-align: center">23.390Hz</td>
<td style="text-align: center">28.134Hz</td>
<td style="text-align: center">6.61%</td>
</tr>
</tbody>
</table>
</div>
<h2>References</h2>
<div>
<ul>
<li>Mécaniciens, S. F. D. (1990). <i>Guide de validation des progiciels de calcul des structures: SDLS 02: plaque Losange mince encastrée sur un bord</i></li>
</ul>
<ul>
<li>Tested in Diamonds 2026.</li>
</ul>

</div>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>DLS 05: Compressor blade: thin shell &#8211; eigenfrequencies</title>
		<link>https://support.buildsoft.eu/knowledge-base/dls-05-compressor-blade-thin-shell-eigenfrequencies/</link>
		
		<dc:creator><![CDATA[Dorien Elleboog]]></dc:creator>
		<pubDate>Thu, 16 Nov 2023 13:51:07 +0000</pubDate>
				<guid isPermaLink="false">https://support.buildsoft.eu/?post_type=ht_kb&#038;p=10944</guid>

					<description><![CDATA[Description Results References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLS 05: aube de compresseur: coque mince encastrée-libre]]></description>
										<content:encoded><![CDATA[<h2>Description</h2>
<p><img decoding="async" loading="lazy" class="size-full wp-image-10954 aligncenter" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05a.png" alt="" width="335" height="510" srcset="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05a.png 335w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05a-197x300.png 197w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05a-33x50.png 33w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05a-39x60.png 39w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05a-23x35.png 23w" sizes="(max-width: 335px) 100vw, 335px" /></p>
<div class="su-table">
<table>
<tbody>
<tr>
<th rowspan="3">Material</th>
<td></td>
<td>Modulus of elasticity</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-b09340cdaed2f40cf71fca4ba634f886_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#069;&#061;&#050;&#048;&#054;&#032;&#056;&#053;&#048;&#032;&#078;&#047;&#109;&#109;&#094;&#050;" title="Rendered by QuickLaTeX.com" height="20" width="154" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Density</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-b0bdeca4a8a2f7a9f999d34ce1d9dc13_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#114;&#104;&#111;&#061;&#055;&#056;&#053;&#055;&#046;&#050;&#107;&#103;&#047;&#109;&#094;&#051;" title="Rendered by QuickLaTeX.com" height="20" width="133" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Poisson’s ratio</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-e1d77fac198df4df46bc79bc8768fd7c_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#110;&#117;&#061;&#032;&#048;&#046;&#051;" title="Rendered by QuickLaTeX.com" height="12" width="57" style="vertical-align: 0px" /></td>
</tr>
<tr>
<th rowspan="2">Geometry</th>
<td>Cross-section</td>
<td>Thickness</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-6afbcb07737ccd737c70664253cf6d17_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#101;&#032;&#061;&#032;&#051;&#046;&#048;&#053;&#109;&#109;" title="Rendered by QuickLaTeX.com" height="13" width="95" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td>Boundary conditions</td>
<td>Along the inner circle</td>
<td>Fixed support</td>
</tr>
<tr>
<th rowspan="2">Mesh</th>
<td></td>
<td>Maximum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-48b5a9de974b5c2ad50591ee13bbdf02_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#048;&#049;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="47" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td></td>
<td>Minimum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-4c141dbea52a6feca16c0f03aba61b68_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#048;&#048;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="47" style="vertical-align: 0px" /></td>
</tr>
</tbody>
</table>
</div>
<h2>Results</h2>
<div class="su-table">
<table>
<tbody>
<tr>
<th>Eigen mode</th>
<th>Shape</th>
<th>Independent reference</th>
<th>Diamonds</th>
<th>Difference</th>
</tr>
<tr>
<td style="text-align: center">1</td>
<td style="text-align: left"><img loading="lazy" class="alignnone size-full wp-image-10946" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05c1.png" alt="" width="487" height="264" /></td>
<td style="text-align: center">85.6Hz</td>
<td style="text-align: center">87.1Hz</td>
<td style="text-align: center">-1.72%</td>
</tr>
<tr>
<td style="text-align: center">2</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10947" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05c2.png" alt="" width="486" height="264" /></td>
<td style="text-align: center">134.5Hz</td>
<td style="text-align: center">140.1Hz</td>
<td style="text-align: center">-4.00%</td>
</tr>
<tr>
<td style="text-align: center">3</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10948" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05c3.png" alt="" width="486" height="296" /></td>
<td style="text-align: center">259.0Hz</td>
<td style="text-align: center">248.2Hz</td>
<td style="text-align: center">4.35%</td>
</tr>
<tr>
<td style="text-align: center">4</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10949" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05c4.png" alt="" width="486" height="263" /></td>
<td style="text-align: center">351.0Hz</td>
<td style="text-align: center">348.2Hz</td>
<td style="text-align: center">0.8%</td>
</tr>
<tr>
<td style="text-align: center">5</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10950" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05c5.png" alt="" width="487" height="309" /></td>
<td style="text-align: center">395.0Hz</td>
<td style="text-align: center">391.1Hz</td>
<td style="text-align: center">1.00%</td>
</tr>
<tr>
<td style="text-align: center">6</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10951" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS05c6.png" alt="" width="486" height="310" /></td>
<td style="text-align: center">531.0Hz</td>
<td style="text-align: center">531.1Hz</td>
<td style="text-align: center">-0.02%</td>
</tr>
</tbody>
</table>
</div>
<h2>References</h2>
<ul>
<li>Mécaniciens, S. F. D. (1990). <i>Guide de validation des progiciels de calcul des structures: SDLS 05: aube de compresseur: coque mince encastrée-libre</i></li>
</ul>
<ul>
<li>Tested in Diamonds 2026.</li>
</ul>

]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>DLS 04: Circular plate fixed at inner edge &#8211; eigenfrequencies</title>
		<link>https://support.buildsoft.eu/knowledge-base/dls-04/</link>
		
		<dc:creator><![CDATA[Dorien Elleboog]]></dc:creator>
		<pubDate>Thu, 16 Nov 2023 08:17:12 +0000</pubDate>
				<guid isPermaLink="false">https://support.buildsoft.eu/?post_type=ht_kb&#038;p=10898</guid>

					<description><![CDATA[Description Results The difference between the first 4 and last 4 eigen frequencies are the type of shape mode. There are a few shape modes (accompanied by an eigen frequency) between 11.28 en 51.89Hz which are not listed in the table above. References Mécaniciens, S. F. D. (1990). Guide de...]]></description>
										<content:encoded><![CDATA[<h2>Description</h2>
<p><img decoding="async" loading="lazy" class="size-full wp-image-10909 aligncenter" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04a.png" alt="" width="424" height="407" srcset="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04a.png 424w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04a-300x288.png 300w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04a-50x48.png 50w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04a-60x58.png 60w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04a-35x35.png 35w" sizes="(max-width: 424px) 100vw, 424px" /></p>
<div class="su-table">
<table>
<tbody>
<tr>
<th rowspan="3">Material</th>
<td></td>
<td>Modulus of elasticity</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-974da4fa372b578fd752bccb38fa0692_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#069;&#061;&#050;&#048;&#048;&#032;&#048;&#048;&#048;&#032;&#078;&#047;&#109;&#109;&#094;&#050;" title="Rendered by QuickLaTeX.com" height="20" width="154" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Density</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-9aa16ca9a87627505eb1888430ea2ae1_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#114;&#104;&#111;&#061;&#055;&#056;&#048;&#048;&#032;&#107;&#103;&#047;&#109;&#094;&#051;" title="Rendered by QuickLaTeX.com" height="20" width="119" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Poisson’s ratio</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-e1d77fac198df4df46bc79bc8768fd7c_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#110;&#117;&#061;&#032;&#048;&#046;&#051;" title="Rendered by QuickLaTeX.com" height="12" width="57" style="vertical-align: 0px" /></td>
</tr>
<tr>
<th rowspan="2">Geometry</th>
<td>Cross-section</td>
<td>Thickness</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-3bebfae7b8f2e076deca8e2e2a159951_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#101;&#032;&#061;&#032;&#049;&#048;&#109;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="81" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td>Boundary conditions</td>
<td>Along the inner circle</td>
<td>Fixed support</td>
</tr>
<tr>
<th rowspan="2">Mesh</th>
<td></td>
<td>Maximum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-e72d3445a3cc4c8d782a8593ea0bf522_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#050;&#048;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="47" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td></td>
<td>Minimum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-4c141dbea52a6feca16c0f03aba61b68_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#048;&#048;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="47" style="vertical-align: 0px" /></td>
</tr>
</tbody>
</table>
</div>
<h2>Results</h2>
<div class="su-accordion su-u-trim"><div class="su-spoiler su-spoiler-style-default su-spoiler-icon-plus su-spoiler-closed" data-scroll-offset="0" data-anchor-in-url="no"><div class="su-spoiler-title" tabindex="0" role="button"><span class="su-spoiler-icon"></span>Handcalculation</div><div class="su-spoiler-content su-u-clearfix su-u-trim">
<p class="ql-center-displayed-equation" style="line-height: 54px;"><span class="ql-right-eqno"> &nbsp; </span><span class="ql-left-eqno"> &nbsp; </span><img decoding="async" loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-5f70cbff0f8021975ebac174cef4eece_l3.png" height="54" width="271" class="ql-img-displayed-equation quicklatex-auto-format" alt="&#92;&#091;&#102;&#95;&#105;&#61;&#92;&#102;&#114;&#97;&#99;&#123;&#49;&#125;&#123;&#50;&#92;&#99;&#100;&#111;&#116;&#32;&#92;&#112;&#105;&#32;&#92;&#99;&#100;&#111;&#116;&#32;&#82;&#94;&#50;&#125;&#92;&#99;&#100;&#111;&#116;&#32;&#92;&#108;&#97;&#109;&#98;&#100;&#97;&#95;&#123;&#105;&#106;&#125;&#32;&#92;&#99;&#100;&#111;&#116;&#32;&#92;&#115;&#113;&#114;&#116;&#123;&#92;&#102;&#114;&#97;&#99;&#123;&#69;&#32;&#92;&#99;&#100;&#111;&#116;&#32;&#101;&#94;&#50;&#125;&#123;&#49;&#50;&#92;&#99;&#100;&#111;&#116;&#32;&#40;&#49;&#45;&#92;&#110;&#117;&#94;&#50;&#41;&#32;&#125;&#125;&#92;&#093;" title="Rendered by QuickLaTeX.com"/></p>
<p class="ql-center-displayed-equation" style="line-height: 170px;"><span class="ql-right-eqno"> &nbsp; </span><span class="ql-left-eqno"> &nbsp; </span><img decoding="async" loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-63877197c69ee57c9ae6fffbf39a65e0_l3.png" height="170" width="500" class="ql-img-displayed-equation quicklatex-auto-format" alt="&#92;&#091; &#102;&#95;&#105;&#61;&#92;&#102;&#114;&#97;&#99;&#123;&#49;&#125;&#123;&#50;&#92;&#99;&#100;&#111;&#116;&#32;&#92;&#112;&#105;&#32;&#92;&#99;&#100;&#111;&#116;&#32;&#82;&#94;&#50;&#125;&#92;&#99;&#100;&#111;&#116;&#32;&#92;&#98;&#101;&#103;&#105;&#110;&#123;&#98;&#109;&#97;&#116;&#114;&#105;&#120;&#125;&#49;&#51;&#46;&#48; &#92;&#92;&#32;&#49;&#51;&#46;&#51; &#92;&#92;&#32;&#49;&#52;&#46;&#55; &#92;&#92;&#32;&#49;&#56;&#46;&#53; &#92;&#92;&#32;&#56;&#53;&#46;&#49; &#92;&#92;&#32;&#56;&#54;&#46;&#55; &#92;&#92;&#32;&#57;&#49;&#46;&#55; &#92;&#92;&#32;&#49;&#48;&#48;&#46;&#48; &#92;&#101;&#110;&#100;&#123;&#98;&#109;&#97;&#116;&#114;&#105;&#120;&#125;&#92;&#99;&#100;&#111;&#116;&#32;&#92;&#102;&#114;&#97;&#99;&#123;&#104;&#125;&#123;&#82;&#94;&#50;&#125;&#92;&#99;&#100;&#111;&#116;&#32;&#92;&#108;&#97;&#109;&#98;&#100;&#97;&#95;&#123;&#105;&#106;&#125;&#32;&#92;&#99;&#100;&#111;&#116;&#32;&#92;&#115;&#113;&#114;&#116;&#123;&#92;&#102;&#114;&#97;&#99;&#123;&#69;&#32;&#92;&#99;&#100;&#111;&#116;&#32;&#101;&#94;&#50;&#125;&#123;&#49;&#50;&#92;&#99;&#100;&#111;&#116;&#32;&#40;&#49;&#45;&#92;&#110;&#117;&#94;&#50;&#41;&#32;&#125;&#125;&#61; &#92;&#98;&#101;&#103;&#105;&#110;&#123;&#98;&#109;&#97;&#116;&#114;&#105;&#120;&#125;&#55;&#46;&#57;&#51; &#92;&#92;&#32;&#56;&#46;&#49;&#49; &#92;&#92;&#32;&#56;&#46;&#57;&#54; &#92;&#92;&#32;&#49;&#49;&#46;&#50;&#56; &#92;&#92;&#32;&#53;&#49;&#46;&#56;&#57; &#92;&#92;&#32;&#53;&#50;&#46;&#56;&#54; &#92;&#92;&#32;&#53;&#53;&#46;&#57;&#49; &#92;&#92;&#32;&#54;&#48;&#46;&#57;&#55; &#92;&#101;&#110;&#100;&#123;&#98;&#109;&#97;&#116;&#114;&#105;&#120;&#125;&#32;&#72;&#122;&#92;&#093;" title="Rendered by QuickLaTeX.com"/></p>
</div></div></div>
<div class="su-table">
<table>
<tbody>
<tr>
<th>Eigen mode</th>
<th>Shape</th>
<th>Independent reference</th>
<th>Diamonds</th>
<th>Difference</th>
</tr>
<tr>
<td style="text-align: center">1</td>
<td style="text-align: left"><img loading="lazy" class="alignnone size-full wp-image-10911" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04c1.png" alt="" width="450" height="247" /></td>
<td style="text-align: center">7.93Hz</td>
<td style="text-align: center">8.00Hz (M1)</td>
<td style="text-align: center">0.93%</td>
</tr>
<tr>
<td style="text-align: center">2</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10912" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04c2.png" alt="" width="475" height="275" /></td>
<td style="text-align: center">8.11Hz</td>
<td style="text-align: center">8.15Hz (M2)</td>
<td style="text-align: center">0.51%</td>
</tr>
<tr>
<td style="text-align: center">3</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10913" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04c3.png" alt="" width="475" height="348" /></td>
<td style="text-align: center">8.96Hz</td>
<td style="text-align: center">9.01Hz (M4)</td>
<td style="text-align: center">0.53%</td>
</tr>
<tr>
<td style="text-align: center">4</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10914" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04c4.png" alt="" width="474" height="297" /></td>
<td style="text-align: center">11.28Hz</td>
<td style="text-align: center">11.38Hz (M6)</td>
<td style="text-align: center">0.89%</td>
</tr>
<tr>
<td style="text-align: center">5</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10915" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04c5.png" alt="" width="474" height="305" /></td>
<td style="text-align: center">51.89Hz</td>
<td style="text-align: center">53.29Hz (M19)</td>
<td style="text-align: center">2.71%</td>
</tr>
<tr>
<td style="text-align: center">6</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10916" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04c6.png" alt="" width="468" height="246" /></td>
<td style="text-align: center">52.86Hz</td>
<td style="text-align: center">53.42Hz (M20)</td>
<td style="text-align: center">1.06%</td>
</tr>
<tr>
<td style="text-align: center">7</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10917" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04c7.png" alt="" width="472" height="326" /></td>
<td style="text-align: center">55.91Hz</td>
<td style="text-align: center">54.23Hz (M22)</td>
<td style="text-align: center">-3.00%</td>
</tr>
<tr>
<td style="text-align: center">8</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10918" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS04c8.png" alt="" width="473" height="349" /></td>
<td style="text-align: center">60.97Hz</td>
<td style="text-align: center">57.57Hz (M24)</td>
<td style="text-align: center">-5.58%</td>
</tr>
</tbody>
</table>
</div>
<p>The difference between the first 4 and last 4 eigen frequencies are the type of shape mode. There are a few shape modes (accompanied by an eigen frequency) between 11.28 en 51.89Hz which are not listed in the table above.</p>
<h2>References</h2>
<div>
<ul>
<li>Mécaniciens, S. F. D. (1990). <i>Guide de validation des progiciels de calcul des structures: SDLS 04: plaque mince annulaire encastrée sur un moyeu<br />
</i>The dimensions of the Afnor example were too small for Diamonds. So the radius <img decoding="async" loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-d6abdd487c56e5efbb2c9522ed4b9360_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#82;" title="Rendered by QuickLaTeX.com" height="12" width="14" style="vertical-align: 0px;"/> and young&#8217;s modulus <img decoding="async" loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-638a7387bd72763290cc777a9b509c38_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#69;" title="Rendered by QuickLaTeX.com" height="12" width="14" style="vertical-align: 0px;"/> have been adjusted, and the results are recalculated accordingly.<i><br />
</i></li>
</ul>
<ul>
<li>Tested in Diamonds 2026.</li>
</ul>

</div>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>DLS 03: Rectangular thin plate &#8211; simply supported &#8211; eigenfrequencies</title>
		<link>https://support.buildsoft.eu/knowledge-base/dls-03/</link>
		
		<dc:creator><![CDATA[Dorien Elleboog]]></dc:creator>
		<pubDate>Sat, 11 Nov 2023 10:54:07 +0000</pubDate>
				<guid isPermaLink="false">https://support.buildsoft.eu/?post_type=ht_kb&#038;p=10789</guid>

					<description><![CDATA[Description Results 1 The higher the modes become, the more complex the modes shapes are and the more mesh nodes are required to get aquirate results. Therefor a relative small mesh size was chosen for this example. References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul...]]></description>
										<content:encoded><![CDATA[<h2>Description</h2>
<p><img decoding="async" loading="lazy" class="size-full wp-image-10791 aligncenter" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03a.png" alt="" width="484" height="236" srcset="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03a.png 484w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03a-300x146.png 300w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03a-50x24.png 50w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03a-60x29.png 60w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03a-35x17.png 35w" sizes="(max-width: 484px) 100vw, 484px" /></p>
<div class="su-table">
<table>
<tbody>
<tr>
<th rowspan="3">Material</th>
<td></td>
<td>Modulus of elasticity</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-b5037b37ee25bbb2d75592f7c5e9abdd_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#069;&#061;&#050;&#049;&#048;&#032;&#048;&#048;&#048;&#032;&#078;&#047;&#109;&#109;&#094;&#050;" title="Rendered by QuickLaTeX.com" height="20" width="154" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Density</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-9aa16ca9a87627505eb1888430ea2ae1_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#114;&#104;&#111;&#061;&#055;&#056;&#048;&#048;&#032;&#107;&#103;&#047;&#109;&#094;&#051;" title="Rendered by QuickLaTeX.com" height="20" width="119" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Poisson’s ratio</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-e1d77fac198df4df46bc79bc8768fd7c_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#110;&#117;&#061;&#032;&#048;&#046;&#051;" title="Rendered by QuickLaTeX.com" height="12" width="57" style="vertical-align: 0px" /></td>
</tr>
<tr>
<th rowspan="2">Geometry</th>
<td>Cross-section</td>
<td>Thickness</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-3bebfae7b8f2e076deca8e2e2a159951_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#101;&#032;&#061;&#032;&#049;&#048;&#109;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="81" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td>Boundary conditions</td>
<td>Along line AB</td>
<td>Fixed support</td>
</tr>
<tr>
<th rowspan="2">Mesh</th>
<td></td>
<td>Maximum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-77304f31bc26ae70f0005cd28a21b06e_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#048;&#053;&#109;" title="Rendered by QuickLaTeX.com" height="13" width="47" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td></td>
<td>Minimum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-4c141dbea52a6feca16c0f03aba61b68_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#048;&#048;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="47" style="vertical-align: 0px" /></td>
</tr>
</tbody>
</table>
</div>
<h2>Results</h2>
<div class="su-table">
<table>
<tbody>
<tr>
<th>Eigen mode</th>
<th>Shape</th>
<th>Independent reference</th>
<th>Diamonds</th>
<th>Difference</th>
</tr>
<tr>
<td style="text-align: center">1</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10793" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03c1.png" alt="" width="377" height="254" /></td>
<td style="text-align: center">35.63Hz</td>
<td style="text-align: center">35.6Hz</td>
<td style="text-align: center">-2.81%</td>
</tr>
<tr>
<td style="text-align: center">2</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10794" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03c2.png" alt="" width="379" height="255" /></td>
<td style="text-align: center">68.51Hz</td>
<td style="text-align: center">68.61Hz</td>
<td style="text-align: center">0.15%</td>
</tr>
<tr>
<td style="text-align: center">3</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10795" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03c3.png" alt="" width="382" height="308" /></td>
<td style="text-align: center">109.62Hz</td>
<td style="text-align: center">110.11Hz</td>
<td style="text-align: center">0.45%</td>
</tr>
<tr>
<td style="text-align: center">4<sup>1</sup></td>
<td><img loading="lazy" class="alignnone size-full wp-image-10796" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03c4.png" alt="" width="381" height="278" /></td>
<td style="text-align: center">123.32Hz</td>
<td style="text-align: center">123.97Hz</td>
<td style="text-align: center">0.53%</td>
</tr>
<tr>
<td style="text-align: center">5<sup>1</sup></td>
<td><img loading="lazy" class="alignnone size-full wp-image-10797" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03c5.png" alt="" width="380" height="321" /></td>
<td style="text-align: center">142.51Hz</td>
<td style="text-align: center">143.42Hz</td>
<td style="text-align: center">0.64%</td>
</tr>
<tr>
<td style="text-align: center">6<sup>1</sup></td>
<td><img loading="lazy" class="alignnone size-full wp-image-10798" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS03c6.png" alt="" width="385" height="327" /></td>
<td style="text-align: center">197.32Hz</td>
<td style="text-align: center">199.27Hz</td>
<td style="text-align: center">0.99%</td>
</tr>
</tbody>
</table>
</div>
<sup>1</sup> The higher the modes become, the more complex the modes shapes are and the more mesh nodes are required to get aquirate results. Therefor a relative small mesh size was chosen for this example.</p>
<h2>References</h2>
<div>
<ul>
<li>Mécaniciens, S. F. D. (1990). <i>Guide de validation des progiciels de calcul des structures: SDLS 03: plaque rectangulaire mince simplement appuyée sur les bords</i></li>
</ul>
<ul>
<li>Tested in Diamonds 2026.</li>
</ul>

</div>
]]></content:encoded>
					
		
		
			</item>
		<item>
		<title>DLS 01: Cantilever square thin plate &#8211; eigenfrequencies</title>
		<link>https://support.buildsoft.eu/knowledge-base/cantilever-square-thin-plate-eigenfrequencies/</link>
		
		<dc:creator><![CDATA[Dorien Elleboog]]></dc:creator>
		<pubDate>Thu, 09 Nov 2023 14:51:14 +0000</pubDate>
				<guid isPermaLink="false">https://support.buildsoft.eu/?post_type=ht_kb&#038;p=10654</guid>

					<description><![CDATA[Description Results 1 The results improve with a smaller mesh size. References Mécaniciens, S. F. D. (1990). Guide de validation des progiciels de calcul des structures: SDLS 01: plaque carrée mince libre ou encastrée sur un bord]]></description>
										<content:encoded><![CDATA[<h2>Description</h2>
<p><img decoding="async" loading="lazy" class="size-full wp-image-10665 aligncenter" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01a.png" alt="" width="531" height="374" srcset="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01a.png 531w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01a-300x211.png 300w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01a-50x35.png 50w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01a-60x42.png 60w, https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01a-35x25.png 35w" sizes="(max-width: 531px) 100vw, 531px" /></p>
<div class="su-table">
<table>
<tbody>
<tr>
<th rowspan="3">Material</th>
<td></td>
<td>Modulus of elasticity</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-b5037b37ee25bbb2d75592f7c5e9abdd_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#069;&#061;&#050;&#049;&#048;&#032;&#048;&#048;&#048;&#032;&#078;&#047;&#109;&#109;&#094;&#050;" title="Rendered by QuickLaTeX.com" height="20" width="154" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Density</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-9aa16ca9a87627505eb1888430ea2ae1_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#114;&#104;&#111;&#061;&#055;&#056;&#048;&#048;&#032;&#107;&#103;&#047;&#109;&#094;&#051;" title="Rendered by QuickLaTeX.com" height="20" width="119" style="vertical-align: -5px" /></td>
</tr>
<tr>
<td></td>
<td>Poisson’s ratio</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-e1d77fac198df4df46bc79bc8768fd7c_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#092;&#110;&#117;&#061;&#032;&#048;&#046;&#051;" title="Rendered by QuickLaTeX.com" height="12" width="57" style="vertical-align: 0px" /></td>
</tr>
<tr>
<th rowspan="2">Geometry</th>
<td>Cross-section</td>
<td>Thickness</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-3bebfae7b8f2e076deca8e2e2a159951_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#101;&#032;&#061;&#032;&#049;&#048;&#109;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="81" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td>Boundary conditions</td>
<td>Along line AB</td>
<td>Fixed support</td>
</tr>
<tr>
<th rowspan="2">Mesh</th>
<td></td>
<td>Maximum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-6d0ee4563119321dfb6d08443f2fa605_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#049;&#048;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="47" style="vertical-align: 0px" /></td>
</tr>
<tr>
<td></td>
<td>Minimum element size</td>
<td><img loading="lazy" src="https://support.buildsoft.eu/wp-content/ql-cache/quicklatex.com-4c141dbea52a6feca16c0f03aba61b68_l3.png" class="ql-img-inline-formula quicklatex-auto-format" alt="&#048;&#046;&#048;&#048;&#109;" title="Rendered by QuickLaTeX.com" height="12" width="47" style="vertical-align: 0px" /></td>
</tr>
</tbody>
</table>
</div>
<h2>Results</h2>
<div class="su-table">
<table>
<tbody>
<tr>
<th>Eigen mode</th>
<th>Shape</th>
<th>Independent reference</th>
<th>Diamonds</th>
<th>Difference</th>
</tr>
<tr>
<td style="text-align: center">1</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10657" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01c1.png" alt="" width="466" height="211" /></td>
<td style="text-align: center">8,7266Hz</td>
<td style="text-align: center">8,6657Hz</td>
<td style="text-align: center">0,70%</td>
</tr>
<tr>
<td style="text-align: center">2</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10658" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01c2.png" alt="" width="466" height="213" /></td>
<td style="text-align: center">21,3042Hz</td>
<td style="text-align: center">21,3191Hz</td>
<td style="text-align: center">0,07%</td>
</tr>
<tr>
<td style="text-align: center">3</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10659" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01c3.png" alt="" width="469" height="241" /></td>
<td style="text-align: center">53,5542Hz</td>
<td style="text-align: center">53,6234Hz</td>
<td style="text-align: center">0,13%</td>
</tr>
<tr>
<td style="text-align: center">4</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10660" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01c4.png" alt="" width="468" height="211" /></td>
<td style="text-align: center">68,2984Hz</td>
<td style="text-align: center">68,7343Hz</td>
<td style="text-align: center">-0,57%</td>
</tr>
<tr>
<td style="text-align: center">5</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10661" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01c5.png" alt="" width="467" height="261" /></td>
<td style="text-align: center">77,7448Hz</td>
<td style="text-align: center">78,3880Hz</td>
<td style="text-align: center">0,06%</td>
</tr>
<tr>
<td style="text-align: center">6</td>
<td><img loading="lazy" class="alignnone size-full wp-image-10662" src="https://support.buildsoft.eu/wp-content/uploads/2023/11/SDLS01c6.png" alt="" width="468" height="262" /></td>
<td style="text-align: center">136,0471Hz</td>
<td style="text-align: center">138,7942Hz</td>
<td style="text-align: center">-2,22%<sup>1</sup></td>
</tr>
</tbody>
</table>
</div>
<sup>1</sup> The results improve with a smaller mesh size.</p>
<h2>References</h2>
<div>
<ul>
<li>Mécaniciens, S. F. D. (1990). <i>Guide de validation des progiciels de calcul des structures: SDLS 01: plaque carrée mince libre ou encastrée sur un bord</i></li>
</ul>
<ul>
<li>Tested in Diamonds 2026.</li>
</ul>

</div>
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