{"id":2187,"date":"2017-01-10T16:10:00","date_gmt":"2017-01-10T16:10:00","guid":{"rendered":"https:\/\/www.ibac-cp.rwth-aachen.de\/?p=2187"},"modified":"2022-03-03T11:19:08","modified_gmt":"2022-03-03T11:19:08","slug":"konferenzbeitrag-2","status":"publish","type":"post","link":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/aktuelles\/2017\/konferenzbeitrag-2\/","title":{"rendered":"Konferenzbeitrag"},"content":{"rendered":"<p>T. Juraschek, O. Weichold<br> 6th International Conference on Concrete Repair (Concrete Solutions), Thessaloniki, <strong>2017<\/strong>, S. 207\u2013211.<\/p>\n\n\n\n<p><em>In-situ methods of detecting steel corrosion using permanent and non-electronic systems<\/em><\/p>\n\n\n\n<p>ABSTRACT:\n Current systems for detecting corrosion of the reinforcement in \nconcrete are realized via highly specialized systems that are \ncommercially not available. Thus, these systems require complete \ntechnical support by the installing company. This report shows a cheap, \nefficient, independent, and reliable method to detect corrosion events \nin concrete. The detection system is based on an electrochromic device, \nwhich changes its colour upon the change of electrochemical potential \ncaused by the corrosion process. The device is realized by a \nlayer-by-layer setup of a transparent electrode, e. g. indium-doped tin \noxide (ITO), followed by an electrochromic layer. The system is closed \nby a metal counter electrode. The electrochromic layer can consist of an\n electrochromic compound in a conducting polymer system. By connecting \nsuch elements to a series of sensors, e. g. an anode ladder, it is \npossible to monitor the corrosion progress and to verify the service \nlife design of a structure.<\/p>","protected":false},"excerpt":{"rendered":"<p>T. Juraschek, O. Weichold 6th International Conference on Concrete Repair (Concrete Solutions), Thessaloniki, 2017, S. 207\u2013211. In-situ methods of detecting steel corrosion using permanent and non-electronic systems ABSTRACT: Current systems for detecting corrosion of the reinforcement in concrete are realized via highly specialized systems that are commercially not available. Thus, these systems require complete technical [&hellip;]<\/p>\n","protected":false},"author":4,"featured_media":0,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"cybocfi_hide_featured_image":"","footnotes":""},"categories":[12,14],"tags":[],"class_list":["post-2187","post","type-post","status-publish","format-standard","hentry","category-poly-news","category-poly-news2017"],"_links":{"self":[{"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/posts\/2187","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/comments?post=2187"}],"version-history":[{"count":1,"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/posts\/2187\/revisions"}],"predecessor-version":[{"id":2188,"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/posts\/2187\/revisions\/2188"}],"wp:attachment":[{"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/media?parent=2187"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/categories?post=2187"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ibac-cp.rwth-aachen.de\/en\/wp-json\/wp\/v2\/tags?post=2187"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}