{"id":5751,"date":"2010-01-22T15:03:24","date_gmt":"2010-01-22T14:03:24","guid":{"rendered":"http:\/\/neu.ski-consult.de\/?p=5751"},"modified":"2023-11-16T14:57:55","modified_gmt":"2023-11-16T13:57:55","slug":"bt-tragverhalten-und-ermuedungsfestigkeit-von-sandwichtuermen-fuer-windenergieanlagen","status":"publish","type":"post","link":"https:\/\/ski-consult.de\/en\/bt-tragverhalten-und-ermuedungsfestigkeit-von-sandwichtuermen-fuer-windenergieanlagen\/","title":{"rendered":"Sandwich towers"},"content":{"rendered":"
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Structural behavior and fatigue strength of sandwich towers for wind turbines<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
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New Release of the dissertation of\u00a0Prof. Dr.-Ing. Christian Keindorf<\/a>\u00a0zum Thema “Tragverhalten und Erm\u00fcdungsfestigkeit von Sandwicht\u00fcrmen f\u00fcr Windenergieanlagen”<\/p>

The capacity and size of wind turbines has increased steadily in recent years. This inevitably increases the demands on the tower constructions, which up to now have been designed as tubular steel, prestressed concrete or lattice towers. As an alternative, several variants of sandwich towers are investigated in this thesis, with which the shell stability and load-bearing capacity can be increased. A sandwich tower section basically consists of a steel inner and outer tube, which are fully stiffened by an intermediate composite material. Pumpable elastomers, epoxy resins and casting mortars can be used as composite materials, which are filled into the annular gap from the tower base in ascending order. In addition to the stiffness and compressive strength of the filling materials, their composite strength is of essential importance for the load-bearing behavior of the sandwich cross-section, which should be able to manage without additional composite materials.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t

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See also:<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t

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\n\t\t\t\t\t\n\t\t\t\t\t\t\n\t\t\t\t\t\t\n\t\t\t\t<\/i>\t\t\t<\/span>\n\t\t\t\t\t\t\t\t\tLink to Dissertation<\/span>\n\t\t\t\t\t<\/span>\n\t\t\t\t\t<\/a>\n\t\t\t\t<\/div>\n\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"

Tragverhalten und Erm\u00fcdungsfestigkeit von Sandwicht\u00fcrmen f\u00fcr Windenergieanlagen Neuerscheinung der Dissertation von\u00a0Prof. Dr.-Ing. Christian Keindorf\u00a0zum Thema “Tragverhalten und Erm\u00fcdungsfestigkeit von Sandwicht\u00fcrmen f\u00fcr Windenergieanlagen” Die Leistung und Gr\u00f6\u00dfe von Windenergieanlagen ist in den letzten Jahren immer weiter angestiegen. Damit erh\u00f6hen sich zwangsl\u00e4ufig auch die Anforderungen an die Turmkonstruktionen, die bislang als Stahlrohr-, Spannbeton- oder Fachwerkturm zur Ausf\u00fchrung…<\/p>","protected":false},"author":4,"featured_media":7946,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[83],"tags":[],"class_list":["post-5751","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-veroeffentlichungen"],"acf":[],"yoast_head":"\nSandwicht\u00fcrme • SKI Ingenieurges. mbH<\/title>\n<meta name=\"description\" content=\"Sandwicht\u00fcrme - Die SKI Ingenieurges. mbH kann durchf\u00fchren inkl. 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