{"id":389586,"date":"2024-10-15T06:22:47","date_gmt":"2024-10-15T06:22:47","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/concrete-embedded-steel-components\/"},"modified":"2024-10-15T06:22:47","modified_gmt":"2024-10-15T06:22:47","slug":"concrete-embedded-steel-components","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/concrete-embedded-steel-components\/","title":{"rendered":"Concrete embedded steel components"},"content":{"rendered":"<p>&lt;p&gt;Hello everybody.&lt;br&gt;I have a concrete slab that i would like to study and there is an embedded steel part inside the concrete. I have attached a screenshot of the model.&lt;br&gt;The embedded steel part is solid, not just the regular beam LINK180 parts. I made a cavity in the concrete slab, so the 2 parts are separate.&lt;br&gt;My question is, what should be the contact type between the concrete slab and steel component? Frictional or bonded? I think frictional is the most representative, but i would like to hear your opinions.&lt;br&gt;Thanks in advance!&lt;\/p&gt;&lt;p&gt;<img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/15-10-2024-1728973304-2.png\" alt=\"\" width=\"304\" height=\"301\" \/> <img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/10\/15-10-2024-1728973341-1.png\" alt=\"\" width=\"318\" height=\"295\" \/>&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-389586","topic","type-topic","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hello everybody.I have a concrete slab that i would like to study and there is an embedded steel part inside the concrete. 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