{"id":3697,"date":"2022-08-23T10:48:55","date_gmt":"2022-08-23T08:48:55","guid":{"rendered":"https:\/\/www.asd-online.com\/news-en\/structural-mechanics-fem\/"},"modified":"2024-02-20T11:36:27","modified_gmt":"2024-02-20T10:36:27","slug":"structural-mechanics-fem","status":"publish","type":"post","link":"https:\/\/www.asd-online.com\/en\/services\/modelling-simulation\/structural-mechanics-fem\/","title":{"rendered":"Strength calculation &#8211; FEM"},"content":{"rendered":"\n<p>Using realistic three-dimensional numerical models created on the basis of 3D CAD data, static and dynamic strength calculations as well as natural and forced vibration analyses can be carried out, taking into account non-linear geometric and\/or material behaviour. The finite element method is particularly well suited for comparative investigations of different design versions and for optimising components.<\/p>\n\n<p>The calculated displacements, deformations, stresses, equivalent stresses, relative displacements of components in contact with each other, contact stresses and contact forces, temperature distributions or even natural frequencies and amplitudes in forced vibrations allow a comprehensive analysis of the problems. The results can be impressively visualised in 3D animations.<\/p>\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-1 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-full is-resized\"><img fetchpriority=\"high\" decoding=\"async\" width=\"596\" height=\"774\" src=\"https:\/\/www.asd-online.com\/wp-content\/uploads\/2020\/08\/FEM_knochenplatte_vmises_stress.png\" alt=\"\" class=\"wp-image-1705\" style=\"width:383px;height:497px\" srcset=\"https:\/\/www.asd-online.com\/wp-content\/uploads\/2020\/08\/FEM_knochenplatte_vmises_stress.png 596w, https:\/\/www.asd-online.com\/wp-content\/uploads\/2020\/08\/FEM_knochenplatte_vmises_stress-231x300.png 231w\" sizes=\"(max-width: 596px) 100vw, 596px\" \/><figcaption class=\"wp-element-caption\">Equivalent stress on a bone plate<\/figcaption><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-full\"><img decoding=\"async\" width=\"480\" height=\"592\" src=\"https:\/\/www.asd-online.com\/wp-content\/uploads\/2022\/02\/deformation_simulation_hook_FEM_creep.jpg\" alt=\"\" class=\"wp-image-3466\" srcset=\"https:\/\/www.asd-online.com\/wp-content\/uploads\/2022\/02\/deformation_simulation_hook_FEM_creep.jpg 480w, https:\/\/www.asd-online.com\/wp-content\/uploads\/2022\/02\/deformation_simulation_hook_FEM_creep-243x300.jpg 243w\" sizes=\"(max-width: 480px) 100vw, 480px\" \/><figcaption class=\"wp-element-caption\">Deformations on a polypropylene hook<\/figcaption><\/figure>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>Using realistic three-dimensional numerical models created on the basis of 3D CAD data, static and dynamic strength calculations as well as natural and forced vibration analyses can be carried out, taking into account non-linear geometric and\/or material behaviour. The finite element method is particularly well suited for comparative investigations of different design versions and for [&hellip;]<\/p>\n","protected":false},"author":3,"featured_media":1708,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[50],"tags":[634,340,633,714,620,642,621,636,628,721,624],"_links":{"self":[{"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/posts\/3697"}],"collection":[{"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/comments?post=3697"}],"version-history":[{"count":6,"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/posts\/3697\/revisions"}],"predecessor-version":[{"id":5528,"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/posts\/3697\/revisions\/5528"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/media\/1708"}],"wp:attachment":[{"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/media?parent=3697"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/categories?post=3697"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.asd-online.com\/en\/wp-json\/wp\/v2\/tags?post=3697"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}