{"id":165103,"date":"2023-03-17T08:59:25","date_gmt":"2023-03-17T08:59:25","guid":{"rendered":"\/knowledge\/forums\/topic\/what-are-the-nodal-averaging-options-for-fringing-results-in-ls-prepost\/"},"modified":"2023-07-31T12:30:36","modified_gmt":"2023-07-31T12:30:36","slug":"what-are-the-nodal-averaging-options-for-fringing-results-in-ls-prepost","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/knowledge\/forums\/topic\/what-are-the-nodal-averaging-options-for-fringing-results-in-ls-prepost\/","title":{"rendered":"What are the nodal averaging options for fringing results in LS-PrePost?"},"content":{"rendered":"<p>In the \u00e2\u20ac\u0153Fringe Range\u00e2\u20ac\u009d settings of LS-PrePost, a user can select among five different schemes for performing nodal averaging before fringing a result. The available schemes are: 1) None, 2) Nodal, 3) MinMax, 4) NodalDifference, and 5) NodalFraction.  Let\u00e2\u20ac\u2122s assume that a node is attached to four shell elements and the scalar value result for the 1st, 2nd, 3rd and 4th shell element is 0.1, 0.2, 0.3, 0.4, respectively, then:  1) None: does not perform nodal averaging and fringes the actual scalar value of each element. 2) Nodal: fringes the average value from the four elements at the node, i.e. (0.1+0.2+0.3+0.4)\/4. 3) MinMax: fringes the average of max and min value surrounding the node, i.e. 0.5*(0.1+0.4) = 0.25. 4) NodalDifference: fringes the difference between the max and min value surrounding node, i.e. 0.4-0.1=0.3. 5) NodalFraction: fringes the (max-min)\/Nodal = (0.4-0.1)\/((0.1+0.2+0.3+0.4)\/4) = 0.3\/0.25.<\/p>\n","protected":false},"template":"","class_list":["post-165103","topic","type-topic","status-publish","hentry","topic-tag-ls-dyna-suite","topic-tag-ls-prepost","topic-tag-lsdyna","topic-tag-structural-mechanics"],"aioseo_notices":[],"acf":[],"custom_fields":[{"0":{"_wp_page_template":["default"],"_bbp_last_active_time":["3\/15\/2023 20:20"],"_bbp_forum_id":["27789"],"_bbp_author_ip":["23.56.168.180"],"_btv_view_count":["2397"],"siebel_km_number":["2068368"],"product_version":[""],"km_published_date":["2022-08-05T00:00:00.000Z"],"family":["Structural Mechanics"],"application_name":["LS-DYNA Suite"]},"test":"articlesansys-com"}],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/topics\/165103","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/topics"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/types\/topic"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/topics\/165103\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/knowledge\/wp-json\/wp\/v2\/media?parent=165103"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}