https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Gonzalez_1989aGonzalez 1989a - Revision history2026-04-06T15:44:19ZRevision history for this page on the wikiMediaWiki 1.27.0-wmf.10https://www.scipedia.com/wd/index.php?title=Gonzalez_1989a&diff=58601&oldid=prevScipediacontent: Scipediacontent moved page Draft Content 461697811 to Gonzalez 1989a2017-06-19T13:47:57Z<p>Scipediacontent moved page <a href="/public/Draft_Content_461697811" class="mw-redirect" title="Draft Content 461697811">Draft Content 461697811</a> to <a href="/public/Gonzalez_1989a" title="Gonzalez 1989a">Gonzalez 1989a</a></p>
<table class="diff diff-contentalign-left" data-mw="interface">
<tr style='vertical-align: top;' lang='en'>
<td colspan='1' style="background-color: white; color:black; text-align: center;">← Older revision</td>
<td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 13:47, 19 June 2017</td>
</tr><tr><td colspan='2' style='text-align: center;' lang='en'><div class="mw-diff-empty">(No difference)</div>
</td></tr></table>Scipediacontenthttps://www.scipedia.com/wd/index.php?title=Gonzalez_1989a&diff=58600&oldid=prevScipediacontent: Created page with "== Abstract == This paper presents a numerical model for the non-linear analysis of concrete structures under monotonic loading up to failure, the main features of which are..."2017-06-19T13:47:50Z<p>Created page with "== Abstract == This paper presents a numerical model for the non-linear analysis of concrete structures under monotonic loading up to failure, the main features of which are..."</p>
<p><b>New page</b></p><div>== Abstract ==<br />
<br />
This paper presents a numerical model for the non-linear analysis of concrete structures under monotonic loading up to failure, the main features of which are as follows: threedimensional finite element modelling, brittle constitutive law for concrete, smeared modelling of cracking and incremental loading and cracking procedure. Three different structural elements of known experimental performance are analysed. The analyses of a plain concrete prism exhibiting a brittle failure and a reinforced concrete beam failing in flexure show that the predictions of ultiinate loads are rather insensitive to the adopted finite element mesh. Finally, the predictions for a reinforced concrete beam failing in shear show that the results may be very sensitive to the updating strategy of the iterative procedure due to lack of convergence or to divergence caused by propagation of spurious mechanisms.<br />
<br />
== Full document ==<br />
<pdf>Media:draft_Content_461697811RR052E.pdf</pdf></div>Scipediacontent