{"id":7726,"date":"2018-05-17T13:33:17","date_gmt":"2018-05-17T12:33:17","guid":{"rendered":"http:\/\/dpubma.univ-annaba.dz\/?p=7726"},"modified":"2018-05-20T12:12:00","modified_gmt":"2018-05-20T11:12:00","slug":"analyse-experimentale-et-numerique-du-comportement-des-joints-des-poutres-en-treillis-metalliques-de-section-rectangulaire-creuse","status":"publish","type":"post","link":"https:\/\/synthese.univ-annaba.dz\/?p=7726","title":{"rendered":"Analyse exp\u00e9rimentale et num\u00e9rique du comportement des joints des poutres en treillis m\u00e9talliques de section rectangulaire creuse"},"content":{"rendered":"<p style=\"text-align: justify;\" align=\"center\"><strong>Num\u00e9ro de la revue<\/strong>:\u00a036<br \/>\n<strong>Auteurs<\/strong>: Fay\u00e7al Slimani<sup>1<\/sup>, Bachir Redjel<sup>1<\/sup>, Messaoud Saidani<sup>2<\/sup> &amp; Bachir Kebaili<sup>1<\/sup><\/p>\n<p style=\"text-align: justify;\"><sup>1<\/sup> Laboratoire de G\u00e9nie Civil (LGC) , D\u00e9partement de G\u00e9nie Civil Annaba, Universit\u00e9 Badji Mokhtar, BP 12, Annaba, 23000, Alg\u00e9rie.<\/p>\n<p style=\"text-align: justify;\"><sup>2<\/sup>School of the Built Environment, Coventry University, Priory Street, Coventry<\/p>\n<p style=\"text-align: justify;\">CV1 5FB, Warwickshire, United Kingdom.<\/p>\n<p style=\"text-align: justify;\"><span style=\"font-size: 10pt;\"><em>Soumis le\u00a0: 23\/10\/2017\u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0R\u00e9vis\u00e9 le\u00a0: 10\/12\/2017\u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 \u00a0 Accept\u00e9 le\u00a0: 25\/01\/2018 <\/em><\/span><\/p>\n<p style=\"text-align: right;\"><a href=\"http:\/\/dpubma.univ-annaba.dz\/wp-content\/uploads\/2018\/05\/17-55.17.pdf\"><strong>T\u00e9l\u00e9charger l&rsquo;article<img loading=\"lazy\" decoding=\"async\" class=\" wp-image-709 alignright\" style=\"margin-top: -10px; margin-bottom: -10px;\" src=\"\/wp-content\/uploads\/2014\/04\/p2.jpg\" alt=\"p2\" width=\"37\" height=\"35\" srcset=\"https:\/\/synthese.univ-annaba.dz\/wp-content\/uploads\/2014\/04\/p2.jpg 113w, https:\/\/synthese.univ-annaba.dz\/wp-content\/uploads\/2014\/04\/p2-24x24.jpg 24w, https:\/\/synthese.univ-annaba.dz\/wp-content\/uploads\/2014\/04\/p2-48x46.jpg 48w\" sizes=\"auto, (max-width: 37px) 100vw, 37px\" \/><\/strong><\/a><\/p>\n<p><strong>R\u00e9sum\u00e9<\/strong><\/p>\n<p style=\"text-align: justify;\">Une \u00e9tude exp\u00e9rimentale men\u00e9e sur des joints de poutres m\u00e9talliques en treillis de section rectangulaire creuse \u00e0 parois mince a \u00e9t\u00e9 conduite sur des poutres avec des joints \u00e0 recouvrement complet et \u00e0 \u00e9chelle r\u00e9elle, pr\u00e9sentant les m\u00eames sections et une g\u00e9om\u00e9trie diff\u00e9rente. Une investigation num\u00e9rique en 3 D pour validation a \u00e9t\u00e9 conjugu\u00e9e, ce qui a permis de dresser un bilan comparatif du comportement. Il apparait que l\u2019angle de la diagonale avec la membrure et le m\u00e9canisme de d\u00e9versement de la poutre sont \u00e0 l\u2019origine de la divergence entre les valeurs de la fl\u00e8che qui sont sup\u00e9rieures \u00e0 celles obtenues par l&rsquo;analyse num\u00e9rique. Ce mode de ruine reste le plus fr\u00e9quent observ\u00e9 sur les assemblages des membrures \u00e0 parois minces.<\/p>\n<p><strong>Mots cl\u00e9s<\/strong>: Joints &#8211; poutre en treillis m\u00e9tallique &#8211; section rectangulaire creuse \u2013 recouvrement &#8211; flexion<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Num\u00e9ro de la revue:\u00a036 Auteurs: Fay\u00e7al Slimani1, Bachir Redjel1, Messaoud Saidani2 &amp; Bachir Kebaili1 1 Laboratoire de G\u00e9nie Civil (LGC) , D\u00e9partement de G\u00e9nie Civil Annaba, Universit\u00e9 Badji Mokhtar, BP 12, Annaba, 23000, Alg\u00e9rie. 2School of the Built Environment, Coventry &hellip; <a href=\"https:\/\/synthese.univ-annaba.dz\/?p=7726\">Lire la suite <span class=\"meta-nav\">&raquo;<\/span><\/a><\/p>\n","protected":false},"author":5,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[1248],"tags":[1281],"class_list":["post-7726","post","type-post","status-publish","format-standard","hentry","category-synthese-n-36","tag-joints-poutre-en-treillis-metallique-section-rectangulaire-creuse-recouvrement-flexion"],"_links":{"self":[{"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=\/wp\/v2\/posts\/7726","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=\/wp\/v2\/users\/5"}],"replies":[{"embeddable":true,"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=7726"}],"version-history":[{"count":2,"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=\/wp\/v2\/posts\/7726\/revisions"}],"predecessor-version":[{"id":7776,"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=\/wp\/v2\/posts\/7726\/revisions\/7776"}],"wp:attachment":[{"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=7726"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=7726"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/synthese.univ-annaba.dz\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=7726"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}