{"id":6397,"date":"2020-08-07T12:24:19","date_gmt":"2020-08-07T10:24:19","guid":{"rendered":"http:\/\/neu.ski-consult.de\/?page_id=6397"},"modified":"2023-11-16T15:14:14","modified_gmt":"2023-11-16T14:14:14","slug":"kerbspannungskonzept","status":"publish","type":"page","link":"https:\/\/ski-consult.de\/en\/taetigkeitsbreiche\/strukturanalysen\/ermuedung\/kerbspannungskonzept\/","title":{"rendered":"Notch stress concept"},"content":{"rendered":"<div data-elementor-type=\"wp-page\" data-elementor-id=\"6397\" class=\"elementor elementor-6397\">\n\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-dae3fd5 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"dae3fd5\" 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-626c026\" data-id=\"626c026\" 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\">Consideration of the local notch effect\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-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-100 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-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><div><div id=\"c881\"><div><div><div><p class=\"translation-block\">In the Notch Stress Concept (NSC), the elastic stresses locally present in the notch root are used as a basis for the failure-critical crack location to assess the fatigue safety and are compared with locally bearable stresses. In contrast to the <a title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/nennspannungskonzept\/\" target=\"_self\">nominal stress concept<\/a>\u2013  and <a title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/strukturspannungskonzept\/\" target=\"_self\">structural stress concept<\/a>, the stress peaks due to the seam geometry are recorded and taken into account by the so-called notch stress on the stress side. The geometry values and the material condition must therefore be completely describable even in the vicinity of the failure critical point. An analytical determination of the notch stresses is generally only possible for simple geometric shapes. As a rule, the notch stresses are determined by means of finite element methods (FEM).<\/p><\/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-482318b elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"482318b\" 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-cece45e\" data-id=\"cece45e\" 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-b4e8689 elementor-widget elementor-widget-heading\" data-id=\"b4e8689\" 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\">Fictitious notch radius and notch local case class\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-a4719ac elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a4719ac\" 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-316b833\" data-id=\"316b833\" 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-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 fetchpriority=\"high\" decoding=\"async\" width=\"800\" height=\"210\" src=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Stumpnahtmodell_1f5c918a4e.jpg\" class=\"attachment-large size-large wp-image-6399\" alt=\"\" srcset=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Stumpnahtmodell_1f5c918a4e.jpg 800w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Stumpnahtmodell_1f5c918a4e-300x79.jpg 300w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Stumpnahtmodell_1f5c918a4e-768x202.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\">FE model for determining the notch stresses at the seam transitions a butt weld\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<div class=\"elementor-column elementor-col-50 elementor-top-column elementor-element elementor-element-0c9acf3\" data-id=\"0c9acf3\" 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-138af41 elementor-widget elementor-widget-image\" data-id=\"138af41\" 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=\"333\" src=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Kerbgrund_Nahtuebergang_d2ba83fbd1.jpg\" class=\"attachment-large size-large wp-image-6400\" alt=\"\" srcset=\"https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Kerbgrund_Nahtuebergang_d2ba83fbd1.jpg 800w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Kerbgrund_Nahtuebergang_d2ba83fbd1-300x125.jpg 300w, https:\/\/ski-consult.de\/wp-content\/uploads\/2020\/08\/csm_Kerbgrund_Nahtuebergang_d2ba83fbd1-768x320.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\">Mesh refinement to the seam transitions with fictitious notch radius\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-876697c elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"876697c\" 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-789dd24\" data-id=\"789dd24\" 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-48f66f0 elementor-widget elementor-widget-text-editor\" data-id=\"48f66f0\" 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><div><div id=\"c881\"><div><div><div><p class=\"translation-block\">The beginnings of the notch stress concept go back to RADAJ and refer to fatigue strength, since there are approximately purely elastic stresses in the notch root. The real radius of the notch is rounded off fictitiously depending on the material and the strength hypothesis, since local stresses in the notch base do not have the full effect on the fatigue strength (micro support effect). The stresses determined with this fictitious radius are then directly compared to the fatigue strength of the base material. The generalization in the fatigue strength range was carried out by SEEGER by transferring the characteristic values and functions of the <a title=\"damage accumulation hypothesis\" href=\"https:\/\/ski-consult.de\/en\/nennspannungskonzept\/\" target=\"_self\">nominal stress concept<\/a> to the notch stress concept. The calculated notch stresses are compared to notch stress W\u00d6HLER lines. Existing scatters, e.g. in a weld seam due to seam geometry, roughness, seam defects, residual stresses and material strengths are included in the W\u00d6HLER lines. As a recommendation, a characteristic resistance value of 225 MPa (FAT225) is given for this notch stress W\u00d6HLER line by IIW.<\/p><\/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<\/div>","protected":false},"excerpt":{"rendered":"<p>Ber\u00fccksichtigung der lokalen Kerbwirkung Beim\u00a0Kerbspannungskonzept (KSK)\u00a0werden f\u00fcr den versagenskritischen Anrissort die im Kerbgrund \u00f6rtlich vorliegenden elastischen Spannungen zur Beurteilung der Erm\u00fcdungssicherheit zu Grunde gelegt und \u00f6rtlich ertragbaren Spannungen gegen\u00fcberstellt. Im Gegensatz zum\u00a0Nennspannungs&#8211; und\u00a0Strukturspannungskonzept\u00a0werden hierbei die Spannungsspitzen infolge der Nahtgeometrie erfasst und durch die so genannte Kerbspannung auf der Beanspruchungsseite ber\u00fccksichtigt. Die Geometriewerte und der Werkstoffzustand&#8230;<\/p>","protected":false},"author":4,"featured_media":0,"parent":6363,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_acf_changed":false,"footnotes":""},"class_list":["post-6397","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>Kerbspannungskonzept &#8226; SKI Ingenieurges. mbH<\/title>\n<meta name=\"description\" content=\"Kerbspannungskonzept &#8226; SKI kann Berechnungen inkl. 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