https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Theiner_et_al_2011aTheiner et al 2011a - Revision history2026-04-16T21:45:46ZRevision history for this page on the wikiMediaWiki 1.27.0-wmf.10https://www.scipedia.com/wd/index.php?title=Theiner_et_al_2011a&diff=202075&oldid=prevScipediacontent: Scipediacontent moved page Draft Content 827305648 to Theiner et al 2011a2021-02-02T05:00:03Z<p>Scipediacontent moved page <a href="/public/Draft_Content_827305648" class="mw-redirect" title="Draft Content 827305648">Draft Content 827305648</a> to <a href="/public/Theiner_et_al_2011a" title="Theiner et al 2011a">Theiner et al 2011a</a></p>
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</td></tr></table>Scipediacontenthttps://www.scipedia.com/wd/index.php?title=Theiner_et_al_2011a&diff=202074&oldid=prevScipediacontent: Created page with " == Abstract == For pipelines laid in difficult ground, as frequently encountered in Alpine regions, a pipe system, consisting of individual pipes, made of ductile cast iron,..."2021-02-02T04:59:57Z<p>Created page with " == Abstract == For pipelines laid in difficult ground, as frequently encountered in Alpine regions, a pipe system, consisting of individual pipes, made of ductile cast iron,..."</p>
<p><b>New page</b></p><div><br />
== Abstract ==<br />
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For pipelines laid in difficult ground, as frequently encountered in Alpine regions, a pipe system, consisting of individual pipes, made of ductile cast iron, which are connected at joints at the construction site, are a favourable type of construction. The paper deals with the development of such pipelines for high operating pressures. Because the joints have to sustain both the high operating pressure and high axial forces assuring water tightness, they are a critical part of such pipelines. In this contribution the synthesis of numerical simulations and experimental validation will be presented as an efficient approach for developing such pipes. The dimensions of prototypes are determined on the basis of the results of fully three-dimensional FE-simulations. These prototypes are then used to check the design by ultimate load testes and to compare the numerical prediction with the measured response.<br />
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== Original document ==<br />
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The different versions of the original document can be found in:<br />
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* [http://www.witpress.com/Secure/elibrary/papers/CMEM11/CMEM11008FU1.pdf http://www.witpress.com/Secure/elibrary/papers/CMEM11/CMEM11008FU1.pdf]<br />
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* [http://www.witpress.com/Secure/elibrary/papers/CMEM11/CMEM11008FU1.pdf http://www.witpress.com/Secure/elibrary/papers/CMEM11/CMEM11008FU1.pdf],<br />
: [http://dx.doi.org/10.2495/cmem110081 http://dx.doi.org/10.2495/cmem110081]<br />
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* [https://www.witpress.com/Secure/elibrary/papers/CMEM11/CMEM11008FU1.pdf https://www.witpress.com/Secure/elibrary/papers/CMEM11/CMEM11008FU1.pdf],<br />
: [https://www.witpress.com/elibrary/wit-transactions-on-modelling-and-simulation/51/22184 https://www.witpress.com/elibrary/wit-transactions-on-modelling-and-simulation/51/22184],<br />
: [https://academic.microsoft.com/#/detail/2051171031 https://academic.microsoft.com/#/detail/2051171031]</div>Scipediacontent