{"id":6239,"date":"2021-11-01T16:35:00","date_gmt":"2021-11-01T21:35:00","guid":{"rendered":"https:\/\/loram.com\/?page_id=6239"},"modified":"2022-02-02T13:14:07","modified_gmt":"2022-02-02T19:14:07","slug":"finite-element-analysis","status":"publish","type":"page","link":"https:\/\/loram.com\/en-au\/inspection-optimisation\/monitoring-engineering\/engineering-services\/finite-element-analysis\/","title":{"rendered":"Finite Element Analysis"},"content":{"rendered":"<div class=\"wpb-content-wrapper\"><p>[vc_row content_width=&#8221;grid&#8221;][vc_column width=&#8221;1\/4&#8243;][vc_widget_sidebar sidebar_id=&#8221;sidebar&#8221;][\/vc_column][vc_column width=&#8221;3\/4&#8243;][vc_column_text]<\/p>\n<h2>Implicit Analysis<\/h2>\n<p>Simulate the nonlinear bridge behavior under dynamic loading and variable fixity conditions. This type of analysis is suitable for incremental loading conditions, thus yielding more efficient results, and suitable for low frequency range.<\/p>\n<h2>Explicit Analysis<\/h2>\n<p>Simulate the nonlinear bridge behavior with multiple degrees of freedom, challenging contact situations to perform material damage analysis, material nonlinear behavior, geometric nonlinear analysis, contact analysis. This type of analysis is well suited for vehicle bridge interaction and vehicle track interaction.[\/vc_column_text][vc_empty_space height=&#8221;45px&#8221;][\/vc_column][\/vc_row][vc_row css=&#8221;.vc_custom_1629396009325{margin-top: 0px !important;margin-bottom: 0px !important;padding-top: 0px !important;padding-bottom: 0px !important;}&#8221;][vc_column]<div class=\"mkd-elements-holder mkd-responsive-mode-768\" ><div class=\"mkd-elements-holder-item \"  >\n\t<div class=\"mkd-elements-holder-item-inner\">\n\t\t<div class=\"mkd-elements-holder-item-content mkd-elements-holder-custom-877787\" >\n\t\t\t\t\t\t[vc_empty_space height=&#8221;0&#8243;]\t\t<\/div>\n\t<\/div>\n<\/div><\/div>[\/vc_column][\/vc_row]<\/p>\n<\/div>","protected":false},"excerpt":{"rendered":"<p>[vc_row content_width=&#8221;grid&#8221;][vc_column width=&#8221;1\/4&#8243;][vc_widget_sidebar sidebar_id=&#8221;sidebar&#8221;][\/vc_column][vc_column width=&#8221;3\/4&#8243;][vc_column_text] Implicit Analysis Simulate the nonlinear bridge behavior under dynamic loading and variable fixity conditions. This type of analysis is suitable for incremental loading conditions, thus&#8230;<\/p>\n","protected":false},"author":3,"featured_media":0,"parent":6237,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"template-single-product.php","meta":{"footnotes":""},"class_list":["post-6239","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/loram.com\/en-au\/wp-json\/wp\/v2\/pages\/6239","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/loram.com\/en-au\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/loram.com\/en-au\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/loram.com\/en-au\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/loram.com\/en-au\/wp-json\/wp\/v2\/comments?post=6239"}],"version-history":[{"count":3,"href":"https:\/\/loram.com\/en-au\/wp-json\/wp\/v2\/pages\/6239\/revisions"}],"predecessor-version":[{"id":10270,"href":"https:\/\/loram.com\/en-au\/wp-json\/wp\/v2\/pages\/6239\/revisions\/10270"}],"up":[{"embeddable":true,"href":"https:\/\/loram.com\/en-au\/wp-json\/wp\/v2\/pages\/6237"}],"wp:attachment":[{"href":"https:\/\/loram.com\/en-au\/wp-json\/wp\/v2\/media?parent=6239"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}