{"id":2877,"date":"2015-10-21T12:34:14","date_gmt":"2015-10-21T01:34:14","guid":{"rendered":"https:\/\/www.finiteelementanalysis.com.au\/?p=802"},"modified":"2015-10-21T12:34:14","modified_gmt":"2015-10-21T01:34:14","slug":"analysing-large-fabricated-structures","status":"publish","type":"post","link":"https:\/\/www.leapaust.com.au\/blog\/fea\/analysing-large-fabricated-structures\/","title":{"rendered":"Analysing Large Fabricated Structures"},"content":{"rendered":"<div id=\"bsf_rt_marker\"><\/div><p>Cranes and lifting equipment pose a unique problem when considered in a finite element analysis. Their sheer size often prevents users from analysing these structures using regular solid elements. Instead, beam elements must be used to reduce the model to a manageable size. The problem with this approach, however, lies in the process of extracting beam elements from the original solid CAD geometry. Meshing and model solution are other issues which may arise if the wrong tools are chosen for the job.<\/p>\n<p><strong>The video below outlines the considerations that should be made when preparing for the analysis of large fabricated structures.<\/strong><\/p>\n<p><iframe src=\"https:\/\/fast.wistia.net\/embed\/iframe\/5tkypgu484\" title=\"Wistia video player\" allowtransparency=\"true\" frameborder=\"0\" scrolling=\"no\" class=\"wistia_embed\" name=\"wistia_embed\" allowfullscreen mozallowfullscreen webkitallowfullscreen oallowfullscreen msallowfullscreen width=\"640\" height=\"360\"><\/iframe><script src=\"https:\/\/fast.wistia.net\/assets\/external\/E-v1.js\" async><\/script><\/p>\n<p>Luckily, ANSYS provides advanced solutions to address common issues encountered throughout a typical FE workflow for cranes and lifting equipment.<\/p>\n<p><a href=\"https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/1-Crane-Cad-Model.png\"><img fetchpriority=\"high\" decoding=\"async\" class=\"alignleft size-large wp-image-804\" src=\"https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/1-Crane-Cad-Model-1024x555.png\" alt=\"CAD geometry of a crane\" width=\"838\" height=\"454\" \/><\/a><\/p>\n<p>&nbsp;<\/p>\n<h4>Geometry Clean-up and Simplification<\/h4>\n<p>The first, often overlooked, part of the FEA workflow is to clean up incoming CAD geometry and make simplifications to reduce simulation times and computational expense. Although some simplification can be done in the upstream CAD system, ANSYS Spaceclaim Direct Modeler provides a unique set of tools to efficiently convert a generic crane CAD model into a purpose-built FE model.<\/p>\n<p>Beam elements recognisable by ANSYS Workbench can only be created using ANSYS Spaceclaim or ANSYS DesignModeler. ANSYS Spaceclaim, in particular, has the ability to automatically convert solid bodies into line bodies, while simultaneously extracting cross section information from the solid and applying that information to the resultant line body.<\/p>\n<p><a href=\"https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/2-Beam-Extension-with-SpaceClaim.png\"><img decoding=\"async\" class=\"alignleft size-large wp-image-805\" src=\"https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/2-Beam-Extension-with-SpaceClaim-1024x555.png\" alt=\"separation of beams resultant of beam extraction process\" width=\"838\" height=\"454\" \/><\/a><\/p>\n<p>A common issue which arises due to this beam extraction process is the separation of beams which were initially in contact as solids. Spaceclaim\u2019s intuitive auto-extension feature overcomes this problem with ease, merging any nearby beam endpoints which lie within a nominated tolerance value.<\/p>\n<p><strong>Watch a detailed demonstration of how ANSYS SpaceClaim can drastically speed up the process of simplifying large models for FE analysis in the video below.<\/strong><\/p>\n<p><iframe src=\"https:\/\/fast.wistia.net\/embed\/iframe\/d9rtqmtscm\" title=\"Wistia video player\" allowtransparency=\"true\" frameborder=\"0\" scrolling=\"no\" class=\"wistia_embed\" name=\"wistia_embed\" allowfullscreen mozallowfullscreen webkitallowfullscreen oallowfullscreen msallowfullscreen width=\"640\" height=\"360\"><\/iframe><script src=\"https:\/\/fast.wistia.net\/assets\/external\/E-v1.js\" async><\/script><\/p>\n<h4>Meshing Large Scale Geometry<\/h4>\n<p>Although the total number of nodes would have been drastically reduced by converting solids into beams, the physical size of the structure itself still ensures the model is no small feat to mesh.<\/p>\n<p><a href=\"https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/3-Meshing-Crane-Model-with-ANSYS.png\"><img decoding=\"async\" class=\"alignleft size-large wp-image-806\" src=\"https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/3-Meshing-Crane-Model-with-ANSYS-1024x410.png\" alt=\"Meshed crane model\" width=\"838\" height=\"336\" srcset=\"https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/3-Meshing-Crane-Model-with-ANSYS-1024x410.png 1024w, https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/3-Meshing-Crane-Model-with-ANSYS-300x120.png 300w, https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/3-Meshing-Crane-Model-with-ANSYS-768x307.png 768w, https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/3-Meshing-Crane-Model-with-ANSYS.png 1519w\" sizes=\"(max-width: 838px) 100vw, 838px\" \/><\/a><\/p>\n<p>ANSYS Mechanical implements a number of time-saving features to make the meshing process as quick as possible, while still producing high quality meshes.<\/p>\n<p>The first of these features is the ability to generate a finite element mesh in parallel, that is, all CPU cores may be used to mesh an assembly. This capability, shown to provide up to 27x speedup compared to a serial meshing process, is available to all users, regardless of whether the user owns an ANSYS HPC license.<\/p>\n<p>With the release of ANSYS 16 earlier this year we also see the addition of the new Mesh Connection and Node Merge features, allowing the user to directly manipulate the finite element mesh at the node level. This functionality, combined with a wide range of intuitive local and global meshing controls, ensures the user has a tight control over mesh behaviour while not spending too much time in the meshing step of the analysis process.<\/p>\n<h4>Model Setup and Solution for Coupled Simulations<\/h4>\n<p>Despite all of the geometry cleanup and beam simplification operations performed, the fact remains that FE models in this industry are still extremely large models to solve. This is no problem for ANSYS Mechanical, which uses highly scalable, state-of-the-art solvers which can also harness the raw computing power of GPU computing cards.<\/p>\n<p><strong>Watch the video below to see how ANSYS takes advantage of modern processing power to allow for quick and easy model preparation.<\/strong><\/p>\n<p><iframe src=\"https:\/\/fast.wistia.net\/embed\/iframe\/titxn682mr\" title=\"Wistia video player\" allowtransparency=\"true\" frameborder=\"0\" scrolling=\"no\" class=\"wistia_embed\" name=\"wistia_embed\" allowfullscreen mozallowfullscreen webkitallowfullscreen oallowfullscreen msallowfullscreen width=\"640\" height=\"360\"><\/iframe><script src=\"https:\/\/fast.wistia.net\/assets\/external\/E-v1.js\" async><\/script><\/p>\n<p>Although an extremely powerful software package, this by no means translates to being difficult to use. Complex physics interactions such as fluid-structure interaction (FSI) studies to investigate wind loading on cranes are extremely simple to set up. Furthermore, the straightforward GUI remains the same regardless of whether the user is conducting a static, dynamic, modal or explicit analyses (amongst many others!).<\/p>\n<p><a href=\"https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/4-Crane-ANSYS-Analysis-Results.png\"><img loading=\"lazy\" decoding=\"async\" class=\"alignleft size-large wp-image-807\" src=\"https:\/\/www.leapaust.com.au\/blog\/wp-content\/uploads\/2015\/10\/4-Crane-ANSYS-Analysis-Results-1024x410.png\" alt=\"Static structural analysis results of crane model\" width=\"838\" height=\"336\" \/><\/a><\/p>\n<p>In conclusion, the cranes and lifting industry presents a number of unique challenges when setting up and solving a finite element analysis. Beam extraction and extension has the potential to be a tedious process if Spaceclaim Direct Modeler were to be excluded from the workflow. Once geometry simplification has been completed, the sizeable geometry can be meshed with ease using the parallel meshing capabilities within ANSYS Mechanical. Connections between adjacent parts can be made on the node level, wherever the user sees applicable. Rapid solution times are made possible due to the highly scalable solvers used by ANSYS Mechanical, translating to faster results and a significantly shorter product development and testing schedule.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Cranes and lifting equipment pose a unique problem when considered in a finite element analysis. Their sheer size often prevents users from analysing these structures using regular solid elements. Instead, beam elements must be used to reduce the model to a manageable size. The problem with this approach, however, lies in the process of extracting&hellip;&nbsp;<a href=\"https:\/\/www.leapaust.com.au\/blog\/fea\/analysing-large-fabricated-structures\/\" rel=\"bookmark\">Read More &raquo;<span class=\"screen-reader-text\">Analysing Large Fabricated Structures<\/span><\/a><\/p>\n","protected":false},"author":0,"featured_media":806,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"neve_meta_sidebar":"","neve_meta_container":"","neve_meta_enable_content_width":"","neve_meta_content_width":0,"neve_meta_title_alignment":"","neve_meta_author_avatar":"","neve_post_elements_order":"","neve_meta_disable_header":"","neve_meta_disable_footer":"","neve_meta_disable_title":"","neve_meta_reading_time":"","footnotes":""},"categories":[144],"tags":[171,42,253,292],"class_list":["post-2877","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-fea","tag-ansys","tag-fea","tag-model-simplification","tag-spaceclaim"],"_links":{"self":[{"href":"https:\/\/www.leapaust.com.au\/blog\/wp-json\/wp\/v2\/posts\/2877","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.leapaust.com.au\/blog\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.leapaust.com.au\/blog\/wp-json\/wp\/v2\/types\/post"}],"replies":[{"embeddable":true,"href":"https:\/\/www.leapaust.com.au\/blog\/wp-json\/wp\/v2\/comments?post=2877"}],"version-history":[{"count":0,"href":"https:\/\/www.leapaust.com.au\/blog\/wp-json\/wp\/v2\/posts\/2877\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.leapaust.com.au\/blog\/wp-json\/wp\/v2\/media\/806"}],"wp:attachment":[{"href":"https:\/\/www.leapaust.com.au\/blog\/wp-json\/wp\/v2\/media?parent=2877"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.leapaust.com.au\/blog\/wp-json\/wp\/v2\/categories?post=2877"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.leapaust.com.au\/blog\/wp-json\/wp\/v2\/tags?post=2877"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}