{"id":6363,"date":"2020-08-05T20:55:41","date_gmt":"2020-08-05T18:55:41","guid":{"rendered":"http:\/\/neu.ski-consult.de\/?page_id=6363"},"modified":"2023-11-16T15:14:29","modified_gmt":"2023-11-16T14:14:29","slug":"ermuedung","status":"publish","type":"page","link":"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/","title":{"rendered":"Fatigue limit"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"6363\" class=\"elementor elementor-6363\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-c64d3a9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"c64d3a9\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-aa6f718\" data-id=\"aa6f718\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-d2ca919 elementor-widget elementor-widget-heading\" data-id=\"d2ca919\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Global and local fatigue concepts\n<\/h2>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3db3e61 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3db3e61\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-a2330c4\" data-id=\"a2330c4\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-bf489bc elementor-widget elementor-widget-text-editor\" data-id=\"bf489bc\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"main-content\"><div class=\"content\"><div id=\"c881\" class=\"csc-default\"><div class=\"csc-textpic-text\"><div class=\"csc-textpic-text\"><div class=\"csc-textpic-text\"><div class=\"csc-textpic-text\"><p class=\"bodytext\">F\u00fcr die Beurteilung der Erm\u00fcdungsfestigkeit (fatigue assessment) von Stahlkonstruktionen\u00a0kommen bei der SKI Ingenieurgesellschaft\u00a0folgende Erm\u00fcdungskonzepte zum Einsatz<\/p><\/div><\/div><\/div><\/div><\/div><\/div><\/div>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-96746a6 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"96746a6\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-33 elementor-top-column elementor-element elementor-element-8cd6d54\" data-id=\"8cd6d54\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-16a6926 elementor-widget elementor-widget-wp-widget-nav_menu\" data-id=\"16a6926\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"wp-widget-nav_menu.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h5>Fatigue limit<\/h5><div class=\"menu-ermuedung-container\"><ul id=\"menu-ermuedung\" class=\"menu\"><li id=\"menu-item-8563\" class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-8563\"><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/betriebsfestigkeit\/\">Fatigue strength<\/a><\/li>\n<li id=\"menu-item-8580\" class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-8580\"><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/\">Fatigue limit<\/a><\/li>\n<li id=\"menu-item-8564\" class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-8564\"><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/kerbdehnungskonzept\/\">Notch strain concept<\/a><\/li>\n<li id=\"menu-item-8565\" class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-8565\"><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/kerbspannungskonzept\/\">Notch stress concept<\/a><\/li>\n<li id=\"menu-item-8566\" class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-8566\"><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/nennspannungskonzept\/\">Nominal stress concept<\/a><\/li>\n<li id=\"menu-item-8567\" class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-8567\"><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/rissfortschrittskonzept\/\">Crack growth concept<\/a><\/li>\n<li id=\"menu-item-8561\" class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-8561\"><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/spannungsintensitaetskonzept\/\">Stress intensity concept<\/a><\/li>\n<li id=\"menu-item-8562\" class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-8562\"><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/strukturspannungskonzept\/\">Structural stress concept<\/a><\/li>\n<li id=\"menu-item-8568\" class=\"menu-item menu-item-type-post_type menu-item-object-page menu-item-8568\"><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/schadensakkumulation\/\">Damage accumulation<\/a><\/li>\n<\/ul><\/div>\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<div class=\"elementor-column elementor-col-33 elementor-top-column elementor-element elementor-element-e44f716\" data-id=\"e44f716\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5747cc4 elementor-widget elementor-widget-image\" data-id=\"5747cc4\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img fetchpriority=\"high\" decoding=\"async\" width=\"683\" height=\"600\" src=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Y-Rissprobe_9964d4005a.jpg\" class=\"attachment-large size-large wp-image-6379\" alt=\"\" srcset=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Y-Rissprobe_9964d4005a.jpg 683w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Y-Rissprobe_9964d4005a-300x264.jpg 300w\" sizes=\"(max-width: 683px) 100vw, 683px\" \/>\t\t\t\t\t\t\t\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<div class=\"elementor-column elementor-col-33 elementor-top-column elementor-element elementor-element-a51246c\" data-id=\"a51246c\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-5367561 elementor-widget elementor-widget-image\" data-id=\"5367561\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"800\" height=\"495\" src=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Messtechnik_Schweissversuche_01_870618c69f.jpg\" class=\"attachment-large size-large wp-image-6479\" alt=\"\" srcset=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Messtechnik_Schweissversuche_01_870618c69f.jpg 800w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Messtechnik_Schweissversuche_01_870618c69f-300x186.jpg 300w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Messtechnik_Schweissversuche_01_870618c69f-768x475.jpg 768w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-e33a4e9 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"e33a4e9\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-1403034\" data-id=\"1403034\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-999eaae elementor-widget elementor-widget-text-editor\" data-id=\"999eaae\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"main-content\"><div class=\"content\"><div id=\"c881\" class=\"csc-default\"><div class=\"csc-textpic-text\"><div class=\"csc-textpic-text\"><div class=\"csc-textpic-text\"><div class=\"csc-textpic-text\"><p class=\"bodytext\"><span style=\"letter-spacing: 0px;\">An overview of the fatigue Concepts offers the following representation:<\/span><span style=\"letter-spacing: 0px;\">\u00a0<\/span><\/p><\/div><\/div><\/div><\/div><\/div><\/div><\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-0f4d33f elementor-widget elementor-widget-image\" data-id=\"0f4d33f\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t<figure class=\"wp-caption\">\n\t\t\t\t\t\t\t\t\t\t<img decoding=\"async\" width=\"800\" height=\"386\" src=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Ermuedungskonzepte_04_5626fbc2e8.jpg\" class=\"attachment-large size-large wp-image-6378\" alt=\"\" srcset=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Ermuedungskonzepte_04_5626fbc2e8.jpg 800w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Ermuedungskonzepte_04_5626fbc2e8-300x145.jpg 300w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Ermuedungskonzepte_04_5626fbc2e8-768x371.jpg 768w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t<figcaption class=\"widget-image-caption wp-caption-text\">Fatigue concepts (schema based on Radaj)\n<\/figcaption>\n\t\t\t\t\t\t\t\t\t\t<\/figure>\n\t\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3319b72 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3319b72\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-2a303a4\" data-id=\"2a303a4\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6d7d119 elementor-widget elementor-widget-heading\" data-id=\"6d7d119\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Evaluation of cracked components\n<\/h2>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3b7a9e3 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3b7a9e3\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-99e65ba\" data-id=\"99e65ba\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c77dc06 elementor-widget elementor-widget-text-editor\" data-id=\"c77dc06\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"main-content\">\n<div class=\"content\">\n<div id=\"c881\" class=\"csc-default\">\n<div class=\"csc-textpic-text\">\n<div class=\"csc-textpic-text\">\n<div class=\"csc-textpic-text\">\n<div class=\"csc-textpic-text\">\n<div class=\"csc-textpic-text\">\n<p class=\"bodytext\">The today's&nbsp;<a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/onshore-windenergieanlagen\/\">substructure<\/a>&nbsp;are highly dynamic stressed structures, which must ensure on the one hand a sufficient stability and on the other the fatigue lifetime.<\/p>\n<p class=\"bodytext\">Cracking can occur in both concrete and steel structures. Damage often occurs at notched transitions or at stiffness joints with different materials. Examples are the base of a tower at the transition to the&nbsp;<a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/onshore-windenergieanlagen\/flach-und-tiefgruendung\/\">foundation<\/a>,&nbsp;<a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/verbindungstechnik\/ringflanschverbindungen\/\">ring flange connections<\/a>&nbsp;of&nbsp;<a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/onshore-windenergieanlagen\/stahlrohrturm\/\">steel sections<\/a>, transitions between concrete and steel sections in&nbsp;<a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/onshore-windenergieanlagen\/hybridturm\/\">hybrid towers<\/a>&nbsp;or the tower top connection to the nacelle.<span style=\"letter-spacing: 0px;\">&nbsp;<\/span><\/p><\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-03547f2 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"03547f2\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-570f140\" data-id=\"570f140\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-77a0296 elementor-widget elementor-widget-text-editor\" data-id=\"77a0296\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"main-content\">\n<div class=\"content\">\n<div id=\"c881\" class=\"csc-default\">\n<div class=\"csc-textpic-text\">\n<div class=\"csc-textpic-text\">\n<p class=\"bodytext\">Due to the loads can cracks appear in concrete components which do not directly affect the load-bearing capacity of the structure. In this case, the reinforcement can absorb the tensile forces. This can be caused by an extreme load event in which high loads act on the construction and as a result cracks form. An increase in the crack width after this event does not necessarily have to occur or be critical. SKI uses various&nbsp;<a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/\">fatigue concepts<\/a>&nbsp;based on fracture mechanics, including the&nbsp;<a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/rissfortschrittskonzept\/\">Crack growth concept<\/a>.<\/p>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\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<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-eeb5326\" data-id=\"eeb5326\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-71ac438 elementor-widget elementor-widget-image\" data-id=\"71ac438\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"image.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t\t\t\t<figure class=\"wp-caption\">\n\t\t\t\t\t\t\t\t\t\t<img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"502\" src=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_FLS-Nachweisformate_cf1b0fefc3.png\" class=\"attachment-large size-large wp-image-6380\" alt=\"\" srcset=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_FLS-Nachweisformate_cf1b0fefc3.png 800w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_FLS-Nachweisformate_cf1b0fefc3-300x188.png 300w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_FLS-Nachweisformate_cf1b0fefc3-768x482.png 768w\" sizes=\"(max-width: 800px) 100vw, 800px\" \/>\t\t\t\t\t\t\t\t\t\t\t<figcaption class=\"widget-image-caption wp-caption-text\">Classification of verification format\n<\/figcaption>\n\t\t\t\t\t\t\t\t\t\t<\/figure>\n\t\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-570d240 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"570d240\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-c0f816e\" data-id=\"c0f816e\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-ec323dd elementor-widget elementor-widget-text-editor\" data-id=\"ec323dd\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"main-content\"><div class=\"content\"><div id=\"c881\" class=\"csc-default\"><div class=\"csc-textpic-text\"><div class=\"csc-textpic-text\"><p class=\"bodytext\">If cracks can be detected in the structure, it is important to assess whether the crack width increases with increasing operating time (crack propagation) due to the relatively high number of load cycles. The cracks may have a negative effect on the remaining lifetime of the structure. In this case, it may be necessary to develop suitable repair measures.<span style=\"letter-spacing: 0px;\"><br \/><\/span><\/p><p class=\"bodytext\"><span style=\"letter-spacing: 0px;\">The\u00a0<\/span><a class=\"internal-link\" style=\"background-color: #ffffff; letter-spacing: 0px;\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/\">SKI engineering company<\/a><span style=\"letter-spacing: 0px;\">\u00a0has welding engineers with national and international test certificates as well as publicly appointed and sworn experts for supporting structures of on- and offshore wind turbines.<\/span><\/p><p class=\"bodytext\">In this context, SKI can provide technical assessments \/ appraisals for a wide range of cracked components:<\/p><ul><li><a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/verbindungstechnik\/ringflanschverbindungen\/\">Flange connections<\/a>\u00a0in the tower area<\/li><li><a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/verbindungstechnik\/schweissverbindungen\/\">welded connections<\/a>\u00a0in the tower and nacelle area<\/li><li><a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/verbindungstechnik\/schraubenverbindungen\/\">wolted connections<\/a><\/li><li>Transition piece between concrete and steel shaft<\/li><li>Concrete elements with and without reinforcement<\/li><\/ul><\/div><\/div><\/div><\/div><\/div>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-af901a6 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"af901a6\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-9c9dffb\" data-id=\"9c9dffb\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6e73e4b elementor-widget elementor-widget-heading\" data-id=\"6e73e4b\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<h2 class=\"elementor-heading-title elementor-size-default\">Our services<\/h2>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<div class=\"elementor-element elementor-element-6f3d711 elementor-widget elementor-widget-text-editor\" data-id=\"6f3d711\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<div class=\"main-content\">\n<div class=\"content\">\n<div id=\"c881\" class=\"csc-default\">\n<div class=\"csc-textpic-text\">\n<div class=\"csc-textpic-text\">\n<div class=\"csc-textpic-text\">\n<p class=\"bodytext\">For dynamically loaded components with a calculated fatigue assessment is to provide for the anticipated operating loads (<a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/betriebsfestigkeit\/\">fatigue analysis<\/a>). For steel structures, the fatigue analysis is aimed to DIN EN 1993-1-9. Depending on the calculation method used for the internal forces, the calculated fatigue detection at the level of:<br>\n<\/p><\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-7475f34 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"7475f34\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-2cd7692\" data-id=\"2cd7692\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-c2940bb elementor-widget elementor-widget-text-editor\" data-id=\"c2940bb\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<ul><li><h6><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/betriebsfestigkeit\/\">Fatigue strength<\/a><\/h6><\/li><li><h6><a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/kerbspannungskonzept\/\">Notch stress concept (KSK)<\/a><\/h6><\/li><li><h6><a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/kerbdehnungskonzept\/\">Notch strain concept (KDK)<\/a><\/h6><\/li><li><h6><a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/nennspannungskonzept\/\">Nominal stress concept (NSK)<\/a><\/h6><\/li><\/ul>\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<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-5a72edf\" data-id=\"5a72edf\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-6f4da5d elementor-widget elementor-widget-text-editor\" data-id=\"6f4da5d\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<ul><li><h6><a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/rissfortschrittskonzept\/\">Crack propagation concept (RSK)<\/a><\/h6><\/li><li><h6><a href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/schadensakkumulation\/\">Damage accumulation<\/a><\/h6><\/li><li><h6><a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/spannungsintensitaetskonzept\/\">Stress intensity concept (SIK)<\/a><\/h6><\/li><li><h6><a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/strukturspannungskonzept\/\">Structural stress concept (SSK)<\/a><\/h6><\/li><\/ul>\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<section class=\"elementor-section elementor-top-section elementor-element elementor-element-3289bcd elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"3289bcd\" data-element_type=\"section\" data-e-type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-15482ab\" data-id=\"15482ab\" data-element_type=\"column\" data-e-type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t<div class=\"elementor-element elementor-element-0715b65 elementor-widget elementor-widget-text-editor\" data-id=\"0715b65\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>be performed in conjunction with appropriate\u00a0<a class=\"internal-link\" title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/schadensakkumulation\/\">damage accumulation hypothesis<\/a>\u00a0. For assessing the security against material fatigue are among experimental methods listed above concepts.<\/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<\/div>","protected":false},"excerpt":{"rendered":"<p>Globale und lokale Erm\u00fcdungskonzepte F\u00fcr die Beurteilung der Erm\u00fcdungsfestigkeit (fatigue assessment) von Stahlkonstruktionen\u00a0kommen bei der SKI Ingenieurgesellschaft\u00a0folgende Erm\u00fcdungskonzepte zum Einsatz Eine \u00dcbersicht \u00fcber die Erm\u00fcdungskonzepte bietet die folgende Darstellung: Erm\u00fcdungskonzepte (Schema in Anlehnung an RADAJ) Bewertung von rissbehafteten Bauteilen Bei den heutigen\u00a0Windenergieanlagen\u00a0handelt es sich um hochdynamisch beanspruchte Strukturen, welche zum einen eine ausreichende Standsicherheit und&#8230;<\/p>","protected":false},"author":4,"featured_media":0,"parent":6281,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-6363","page","type-page","status-publish","hentry","no-post-thumbnail"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Erm\u00fcdung &#8226; SKI Ingenieurges. mbH<\/title>\n<meta name=\"description\" content=\"Erm\u00fcdung &#8226; SKI kann Berechnungen inkl. Lastermittlung, Modellaufbau und Bewertung der Ergebnisse durchf\u00fchren.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/\" \/>\n<meta property=\"og:locale\" content=\"en_GB\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Erm\u00fcdung &#8226; SKI Ingenieurges. mbH\" \/>\n<meta property=\"og:description\" content=\"Erm\u00fcdung &#8226; SKI kann Berechnungen inkl. Lastermittlung, Modellaufbau und Bewertung der Ergebnisse durchf\u00fchren.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/\" \/>\n<meta property=\"og:site_name\" content=\"SKI Ingenieurges. mbH\" \/>\n<meta property=\"article:modified_time\" content=\"2023-11-16T14:14:29+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Y-Rissprobe_9964d4005a.jpg\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Estimated reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"4 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/strukturanalysen\\\/ermuedung\\\/\",\"url\":\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/strukturanalysen\\\/ermuedung\\\/\",\"name\":\"Erm\u00fcdung &#8226; SKI Ingenieurges. mbH\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/ski-consult.de\\\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/strukturanalysen\\\/ermuedung\\\/#primaryimage\"},\"image\":{\"@id\":\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/strukturanalysen\\\/ermuedung\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/ski-consult.de\\\/wp-content\\\/uploads\\\/2020\\\/08\\\/csm_Y-Rissprobe_9964d4005a.jpg\",\"datePublished\":\"2020-08-05T18:55:41+00:00\",\"dateModified\":\"2023-11-16T14:14:29+00:00\",\"description\":\"Erm\u00fcdung &#8226; SKI kann Berechnungen inkl. Lastermittlung, Modellaufbau und Bewertung der Ergebnisse durchf\u00fchren.\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/strukturanalysen\\\/ermuedung\\\/#breadcrumb\"},\"inLanguage\":\"en-GB\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/strukturanalysen\\\/ermuedung\\\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"en-GB\",\"@id\":\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/strukturanalysen\\\/ermuedung\\\/#primaryimage\",\"url\":\"https:\\\/\\\/ski-consult.de\\\/wp-content\\\/uploads\\\/2020\\\/08\\\/csm_Y-Rissprobe_9964d4005a.jpg\",\"contentUrl\":\"https:\\\/\\\/ski-consult.de\\\/wp-content\\\/uploads\\\/2020\\\/08\\\/csm_Y-Rissprobe_9964d4005a.jpg\"},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/strukturanalysen\\\/ermuedung\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Startseite\",\"item\":\"https:\\\/\\\/ski-consult.de\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"T\u00e4tigkeitsbereiche\",\"item\":\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/\"},{\"@type\":\"ListItem\",\"position\":3,\"name\":\"Strukturanalysen\",\"item\":\"https:\\\/\\\/ski-consult.de\\\/taetigkeitsbreiche\\\/strukturanalysen\\\/\"},{\"@type\":\"ListItem\",\"position\":4,\"name\":\"Erm\u00fcdung\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/ski-consult.de\\\/#website\",\"url\":\"https:\\\/\\\/ski-consult.de\\\/\",\"name\":\"SKI Ingenieurges. mbH\",\"description\":\"Bauwesen und innovative Entwicklungsarbeiten\",\"publisher\":{\"@id\":\"https:\\\/\\\/ski-consult.de\\\/#organization\"},\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/ski-consult.de\\\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-GB\"},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/ski-consult.de\\\/#organization\",\"name\":\"SKI Ingenieurges. mbh\",\"url\":\"https:\\\/\\\/ski-consult.de\\\/\",\"logo\":{\"@type\":\"ImageObject\",\"inLanguage\":\"en-GB\",\"@id\":\"https:\\\/\\\/ski-consult.de\\\/#\\\/schema\\\/logo\\\/image\\\/\",\"url\":\"https:\\\/\\\/ski-consult.de\\\/wp-content\\\/uploads\\\/2020\\\/07\\\/SKI_Logo_1026px_72dpi_rgb.png\",\"contentUrl\":\"https:\\\/\\\/ski-consult.de\\\/wp-content\\\/uploads\\\/2020\\\/07\\\/SKI_Logo_1026px_72dpi_rgb.png\",\"width\":1026,\"height\":373,\"caption\":\"SKI Ingenieurges. mbh\"},\"image\":{\"@id\":\"https:\\\/\\\/ski-consult.de\\\/#\\\/schema\\\/logo\\\/image\\\/\"}}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Erm\u00fcdung &#8226; SKI Ingenieurges. mbH","description":"Erm\u00fcdung &#8226; SKI kann Berechnungen inkl. Lastermittlung, Modellaufbau und Bewertung der Ergebnisse durchf\u00fchren.","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/","og_locale":"en_GB","og_type":"article","og_title":"Erm\u00fcdung &#8226; SKI Ingenieurges. mbH","og_description":"Erm\u00fcdung &#8226; SKI kann Berechnungen inkl. Lastermittlung, Modellaufbau und Bewertung der Ergebnisse durchf\u00fchren.","og_url":"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/","og_site_name":"SKI Ingenieurges. mbH","article_modified_time":"2023-11-16T14:14:29+00:00","og_image":[{"url":"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Y-Rissprobe_9964d4005a.jpg","type":"","width":"","height":""}],"twitter_card":"summary_large_image","twitter_misc":{"Estimated reading time":"4 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/ski-consult.de\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/","url":"https:\/\/ski-consult.de\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/","name":"Erm\u00fcdung &#8226; SKI Ingenieurges. mbH","isPartOf":{"@id":"https:\/\/ski-consult.de\/#website"},"primaryImageOfPage":{"@id":"https:\/\/ski-consult.de\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/#primaryimage"},"image":{"@id":"https:\/\/ski-consult.de\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/#primaryimage"},"thumbnailUrl":"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Y-Rissprobe_9964d4005a.jpg","datePublished":"2020-08-05T18:55:41+00:00","dateModified":"2023-11-16T14:14:29+00:00","description":"Erm\u00fcdung &#8226; SKI kann Berechnungen inkl. Lastermittlung, Modellaufbau und Bewertung der Ergebnisse durchf\u00fchren.","breadcrumb":{"@id":"https:\/\/ski-consult.de\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/#breadcrumb"},"inLanguage":"en-GB","potentialAction":[{"@type":"ReadAction","target":["https:\/\/ski-consult.de\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/"]}]},{"@type":"ImageObject","inLanguage":"en-GB","@id":"https:\/\/ski-consult.de\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/#primaryimage","url":"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Y-Rissprobe_9964d4005a.jpg","contentUrl":"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Y-Rissprobe_9964d4005a.jpg"},{"@type":"BreadcrumbList","@id":"https:\/\/ski-consult.de\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Startseite","item":"https:\/\/ski-consult.de\/"},{"@type":"ListItem","position":2,"name":"T\u00e4tigkeitsbereiche","item":"https:\/\/ski-consult.de\/taetigkeitsbreiche\/"},{"@type":"ListItem","position":3,"name":"Strukturanalysen","item":"https:\/\/ski-consult.de\/taetigkeitsbreiche\/strukturanalysen\/"},{"@type":"ListItem","position":4,"name":"Erm\u00fcdung"}]},{"@type":"WebSite","@id":"https:\/\/ski-consult.de\/#website","url":"https:\/\/ski-consult.de\/","name":"SKI Ingenieurges. mbH","description":"Bauwesen und innovative Entwicklungsarbeiten","publisher":{"@id":"https:\/\/ski-consult.de\/#organization"},"potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/ski-consult.de\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-GB"},{"@type":"Organization","@id":"https:\/\/ski-consult.de\/#organization","name":"SKI Ingenieurges. mbh","url":"https:\/\/ski-consult.de\/","logo":{"@type":"ImageObject","inLanguage":"en-GB","@id":"https:\/\/ski-consult.de\/#\/schema\/logo\/image\/","url":"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/07\/SKI_Logo_1026px_72dpi_rgb.png","contentUrl":"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/07\/SKI_Logo_1026px_72dpi_rgb.png","width":1026,"height":373,"caption":"SKI Ingenieurges. mbh"},"image":{"@id":"https:\/\/ski-consult.de\/#\/schema\/logo\/image\/"}}]}},"_links":{"self":[{"href":"https:\/\/ski-consult.de\/en\/wp-json\/wp\/v2\/pages\/6363","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/ski-consult.de\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/ski-consult.de\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/ski-consult.de\/en\/wp-json\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/ski-consult.de\/en\/wp-json\/wp\/v2\/comments?post=6363"}],"version-history":[{"count":0,"href":"https:\/\/ski-consult.de\/en\/wp-json\/wp\/v2\/pages\/6363\/revisions"}],"up":[{"embeddable":true,"href":"https:\/\/ski-consult.de\/en\/wp-json\/wp\/v2\/pages\/6281"}],"wp:attachment":[{"href":"https:\/\/ski-consult.de\/en\/wp-json\/wp\/v2\/media?parent=6363"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}