{"id":2913,"date":"2016-12-14T13:41:39","date_gmt":"2016-12-14T12:41:39","guid":{"rendered":"http:\/\/nobosolutions.youngmedia.stronazen.pl\/?p=2913"},"modified":"2016-12-23T12:21:38","modified_gmt":"2016-12-23T11:21:38","slug":"modelling-of-composite-steel-concrete-beams-2","status":"publish","type":"post","link":"https:\/\/www.nobosolutions.com\/en\/modelling-of-composite-steel-concrete-beams-2\/","title":{"rendered":"Modelling of Composite Steel-Concrete Beams,"},"content":{"rendered":"

CZAPLI\u0143SKI Tomasz, SZYSZKA Marcin:<\/span><\/p>\n

Modelling of Composite Steel-Concrete\u00a0Beams, <\/strong><\/p>\n

Code_Aster and Salome User Day Clamart (France) 17.03.2016.<\/span><\/p>\n

Streszczenie:<\/span><\/p>\n

All the tasks described below were solved during the project concerning<\/span><\/p>\n

development a new type of a prefabricated composite steel-concrete beam.<\/span><\/p>\n

In the project Nobo Solutions team is responsible for numerical<\/span><\/p>\n

modelling and simulations that along with experimental tests in the<\/span><\/p>\n

laboratory (multi-point bending tests, fire resistance tests) are being<\/span><\/p>\n

currently utilized to derive analytical equations describing load<\/span><\/p>\n

capacity of different beams in series.<\/span><\/p>\n

Due to confidentiality of the project real beam models cannot be<\/span><\/p>\n

revealed. Therefore, the benchmarks of simplified models are presented<\/span><\/p>\n

For the numerical calculation purpose Code_Aster solver is employed.<\/span><\/p>\n

Discretisation of the models is done using commercial software and<\/span><\/p>\n

SALOME combined with Python scripting. Results are post-processed using<\/span><\/p>\n

SALOME (ParaViS module) and GMSH.<\/span><\/p>\n

Link:<\/span><\/p>\n

http:\/\/nobosolutions.com\/images\/publikacje\/modellingOfSteel-ConcreteBeams.pdf<\/span><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"

All the tasks described below were solved during the project concerning development a new type of a prefabricated composite steel-concrete beam. In the project Nobo Solutions team is responsible for numerical modelling and simulations that along with experimental tests in the laboratory (multi-point bending tests, fire resistance tests) are being currently utilized to derive analytical equations describing load capacity of different beams in series.<\/p>\n","protected":false},"author":1,"featured_media":2822,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[88],"tags":[90,104],"class_list":["post-2913","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-referaty","tag-czaplinski-tomasz-en","tag-szyszka-marcin-en"],"_links":{"self":[{"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/posts\/2913","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/comments?post=2913"}],"version-history":[{"count":0,"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/posts\/2913\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/media\/2822"}],"wp:attachment":[{"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/media?parent=2913"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/categories?post=2913"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.nobosolutions.com\/en\/wp-json\/wp\/v2\/tags?post=2913"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}