{"id":38222,"date":"2024-05-27T10:24:58","date_gmt":"2024-05-27T07:24:58","guid":{"rendered":"https:\/\/repository.qu.edu.iq\/?p=38222"},"modified":"2024-05-27T10:24:58","modified_gmt":"2024-05-27T07:24:58","slug":"effect-of-stirrups-on-the-behavior-of-semi-precast-concrete-slabs","status":"publish","type":"post","link":"https:\/\/repository.qu.edu.iq\/?p=38222","title":{"rendered":"Effect of Stirrups on the Behavior of Semi-Precast Concrete Slabs"},"content":{"rendered":"\n<p class=\"has-text-align-left wp-block-paragraph\">Available online at www.CivileJournal.org<br>Civil Engineering Journal<br>(E-ISSN: 2476-3055; ISSN: 2676-6957)<br>Vol. 8, No. 08, August, 2022<br>1653<br>Effect of Stirrups on the Behavior of Semi-Precast Concrete Slabs<br>Mazin Diwan Abdullah 1*, Khamail Abdul-Mahdi Mosheer 2<br>1 College of Engineering, University of Al-Basrah, Basra, Iraq.<br>2 Civil Engineering Department, College of Engineering, University of Al-Qadisiyah, Al-Diwaniyah, Iraq.<br>Received 27 May 2022; Revised 22 July 2022; Accepted 27 July 2022; Published 01 August 2022<br>Abstract<br>A semi-slab of precast concrete (or half-slab) is a structural system that consists of concrete at the bottom half of a slab<br>and concrete cast in situ at the top. To avoid traditional formwork and minimize the bottom half of the slab, this section<br>can function as formwork and reduce the thickness of precast slabs, which makes their transportation easy. The interface<br>between precast and overtopping concrete is effective for the slab system&#8217;s performance. To improve the half-slab floor<br>system, it is needed to have a shear connector (stirrups). Therefore, to better understand the behavior of this slab system,<br>six full-scale slab specimens (2\u00d77.5 m) with different shapes of the stirrups and spacing between them were constructed<br>for this study. One specimen was produced with no connections and served as a reference specimen, while the other<br>employed stirrups to connect slab units. The tests found that the distribution and type of stirrups affect the structural<br>performance of the semi-precast concrete slab. The maximum load capacity of slabs with rectangular or triangular<br>connections was nearly more significant than reference slabs, reaching 136.11 and 86.11%, respectively. The maximum<br>load increased by 81.4 % for rectangular connections and 54.9% for triangular connections when the distance between the<br>connectors was reduced from 600 to 300 mm. Furthermore, stirrups in semi-precast slabs could improve the cracking<br>behavior, stiffness, and ductility.<br>Keywords: Semi-Slabs; Precast Concrete; Site-in-place Concrete; Stirrups; Spacing.<\/p>\n\n\n\n<div data-wp-interactive=\"core\/file\" class=\"wp-block-file\"><object data-wp-bind--hidden=\"!state.hasPdfPreview\" hidden class=\"wp-block-file__embed\" data=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2024\/05\/2-1.pdf\" type=\"application\/pdf\" style=\"width:100%;height:600px\" aria-label=\"\u062a\u0636\u0645\u064a\u0646 2-1.\"><\/object><a id=\"wp-block-file--media-f7d8ca86-d88e-428b-97b6-91ea5c98d3cf\" href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2024\/05\/2-1.pdf\">2-1<\/a><a href=\"https:\/\/repository.qu.edu.iq\/wp-content\/uploads\/sites\/31\/2024\/05\/2-1.pdf\" class=\"wp-block-file__button wp-element-button\" download aria-describedby=\"wp-block-file--media-f7d8ca86-d88e-428b-97b6-91ea5c98d3cf\">\u062a\u0646\u0632\u064a\u0644<\/a><\/div>\n","protected":false},"excerpt":{"rendered":"<p>Available online at www.CivileJournal.orgCivil Engineering Journal(E-ISSN: 2476-3055; ISSN: 2676-6957)Vol. 8, No. 08, August, 20221653Effect of Stirrups on the Behavior of &#8230; <a class=\"cz_readmore\" href=\"https:\/\/repository.qu.edu.iq\/?p=38222\"><i class=\"fa fa-sign-out\" aria-hidden=\"true\"><\/i><span>\u0642\u0631\u0627\u0621\u0629 \u0627\u0644\u0645\u0632\u064a\u062f<\/span><\/a><\/p>\n","protected":false},"author":31,"featured_media":38214,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[3],"tags":[],"class_list":["post-38222","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-uncategorized"],"_links":{"self":[{"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/posts\/38222","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/users\/31"}],"replies":[{"embeddable":true,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=38222"}],"version-history":[{"count":1,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/posts\/38222\/revisions"}],"predecessor-version":[{"id":38224,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/posts\/38222\/revisions\/38224"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=\/wp\/v2\/media\/38214"}],"wp:attachment":[{"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=38222"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=38222"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/repository.qu.edu.iq\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=38222"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}