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		<title>Sarno et al 2018a - Revision history</title>
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		<updated>2026-04-30T18:41:42Z</updated>
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		<id>https://www.scipedia.com/wd/index.php?title=Sarno_et_al_2018a&amp;diff=187599&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 734826959 to Sarno et al 2018a</title>
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				<updated>2021-01-25T18:17:17Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_734826959&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 734826959&quot;&gt;Draft Content 734826959&lt;/a&gt; to &lt;a href=&quot;/public/Sarno_et_al_2018a&quot; title=&quot;Sarno et al 2018a&quot;&gt;Sarno et al 2018a&lt;/a&gt;&lt;/p&gt;
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				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 18:17, 25 January 2021&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan='2' style='text-align: center;' lang='en'&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
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		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Sarno_et_al_2018a&amp;diff=187598&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot; == Abstract ==  Steel gas pipelines may be subjected to buckling failure under large compressive straining, caused by seismically induced ground deformations. This paper furt...&quot;</title>
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				<updated>2021-01-25T18:17:13Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  Steel gas pipelines may be subjected to buckling failure under large compressive straining, caused by seismically induced ground deformations. This paper furt...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;&lt;br /&gt;
== Abstract ==&lt;br /&gt;
&lt;br /&gt;
Steel gas pipelines may be subjected to buckling failure under large compressive straining, caused by seismically induced ground deformations. This paper further elaborates on the buckling response of this type of networks, through the presentation of representative results from a series of axial compression static analyses that were conducted on segments of steel gas pipelines. Above ground and embedded segments of diverse radius to thickness ratios (R/t) were simulated by means of inelastic shell elements. The trench of embedded pipelines was modelled using solid elastic elements, while an advanced contact model was used to simulate the pipe-soil interface. Salient parameters that affect the axial response, including the internal pressure and the existence of imperfections on the segment, were considered in this study. In line with previous evidence, the results reveal a reduction of the axial response of the pipe segment with increasing levels of internal pressure. In parallel, internal pressure leads the limit stresses to occur at progressively higher axial deformations, while limit loads computed for embedded pipelines are higher compared to those predicted for equivalent above ground pipelines, as a result of the soil confinement.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
== Original document ==&lt;br /&gt;
&lt;br /&gt;
The different versions of the original document can be found in:&lt;br /&gt;
&lt;br /&gt;
* [http://dx.doi.org/10.18057/icass2018.p.177 http://dx.doi.org/10.18057/icass2018.p.177]&lt;br /&gt;
&lt;br /&gt;
* [http://www.icass2018.com/images/ICASS2018-Programme-Book-Final.pdf http://www.icass2018.com/images/ICASS2018-Programme-Book-Final.pdf]&lt;br /&gt;
&lt;br /&gt;
* [https://research-information.bris.ac.uk/en/publications/on-the-numerical-simulation-of-the-response-of-gas-pipelines-under-compression(99c480eb-c14d-4a34-8150-3bc2d3a77a12).html https://research-information.bris.ac.uk/en/publications/on-the-numerical-simulation-of-the-response-of-gas-pipelines-under-compression(99c480eb-c14d-4a34-8150-3bc2d3a77a12).html],&lt;br /&gt;
: [https://doi.org/10.18057/ICASS2018.P.177 https://doi.org/10.18057/ICASS2018.P.177],&lt;br /&gt;
: [http://hdl.handle.net/1983/99c480eb-c14d-4a34-8150-3bc2d3a77a12 http://hdl.handle.net/1983/99c480eb-c14d-4a34-8150-3bc2d3a77a12],&lt;br /&gt;
: [https://research-information.bris.ac.uk/ws/files/170386194/201_Tsinidis.pdf https://research-information.bris.ac.uk/ws/files/170386194/201_Tsinidis.pdf],&lt;br /&gt;
: [http://www.icass2018.com/images/ICASS2018-Programme-Book-Final.pdf http://www.icass2018.com/images/ICASS2018-Programme-Book-Final.pdf]&lt;br /&gt;
&lt;br /&gt;
* [https://research-information.bris.ac.uk/en/publications/on-the-numerical-simulation-of-the-response-of-gas-pipelines-under-compression(99c480eb-c14d-4a34-8150-3bc2d3a77a12).html https://research-information.bris.ac.uk/en/publications/on-the-numerical-simulation-of-the-response-of-gas-pipelines-under-compression(99c480eb-c14d-4a34-8150-3bc2d3a77a12).html],&lt;br /&gt;
: [https://research-information.bris.ac.uk/files/170386194/201_Tsinidis.pdf https://research-information.bris.ac.uk/files/170386194/201_Tsinidis.pdf],&lt;br /&gt;
: [https://academic.microsoft.com/#/detail/2941847904 https://academic.microsoft.com/#/detail/2941847904]&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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