{"id":3977,"date":"2021-01-21T23:10:01","date_gmt":"2021-01-21T20:10:01","guid":{"rendered":"https:\/\/www.ekvilibris.lt\/?p=3977"},"modified":"2021-01-21T23:10:02","modified_gmt":"2021-01-21T20:10:02","slug":"ek200","status":"publish","type":"post","link":"https:\/\/www.ekvilibris.lt\/?p=3977","title":{"rendered":"EK200"},"content":{"rendered":"\n<p>When <strong>steel bars<\/strong> or <strong>rods<\/strong> are placed across the<strong> joint<\/strong>, <strong>shear forces<\/strong> can be transferred between elements by <strong>dowel action<\/strong>. The dowel is loaded by shear at the joint interface and supported by contact stresses in the <strong>concrete<\/strong> which result in significant <strong>bending<\/strong> <strong>deformation <\/strong>in the dowel. In the ultimate limit state, the concrete crushes locally at the contact area and <strong>plastic hinge<\/strong> forms at the dowel. Shear capacity depends on the bar diameter and the strength of the concrete. The capacity by dowel action decreases considerably when the dowel is loaded by eccentric shear away from the interface. It is necessary to provide <strong>splitting reinforcement<\/strong> around the dowels particularly if they are placed near to the edge or corner of a component.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>When steel bars or rods are placed across the joint, shear forces can be transferred between elements by dowel action. The dowel is loaded by shear at the joint interface [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":[],"categories":[1235],"tags":[1374,818,1056,888,824,1558,912,1559,1094],"_links":{"self":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts\/3977"}],"collection":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=3977"}],"version-history":[{"count":1,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts\/3977\/revisions"}],"predecessor-version":[{"id":3978,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=\/wp\/v2\/posts\/3977\/revisions\/3978"}],"wp:attachment":[{"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=3977"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=3977"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ekvilibris.lt\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=3977"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}