{"id":47899,"date":"2020-09-05T12:29:14","date_gmt":"2020-09-05T12:29:14","guid":{"rendered":"\/forum\/forums\/topic\/why-ansys-cant-create-negative-curve-force-or-pressure-displacement-is-there-a-way-to-do-this\/"},"modified":"2020-09-05T12:29:14","modified_gmt":"2020-09-05T12:29:14","slug":"why-ansys-cant-create-negative-curve-force-or-pressure-displacement-is-there-a-way-to-do-this","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/why-ansys-cant-create-negative-curve-force-or-pressure-displacement-is-there-a-way-to-do-this\/","title":{"rendered":"Why Ansys can&#8217;t create negative curve force or pressure-displacement ? is there a way to do this?"},"content":{"rendered":"<div class=\"Item-Body\">\n<div class=\"Message userContent\">\n<p>I have a buckling analysis about cylinder. I analyzed it using stabilization setting. But my result isn&#039;t what I want. Theoretically , Cylinder behavior curve should be negative slope(figure-1). But in My result ,curve is positive slope(figure-2) . Critical Buckling Load can be true,but i think behavior is failed.<\/p>\n<div class=\"embedExternal embedImage\">\n<div class=\"embedExternal-content\">\n<a class=\"embedImage-link\" href=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/3ZGKDFBTZ6IH\/1-png.png\" rel=\"nofollow noopener\" target=\"_blank\"><br \/>\n<img decoding=\"async\" class=\"embedImage-img\" src=\"https:\/\/us.v-cdn.net\/6032193\/uploads\/3ZGKDFBTZ6IH\/1-png.png\" alt=\"1.PNG\" \/><br \/>\n<\/a><\/p>\n","protected":false},"template":"","class_list":["post-47899","topic","type-topic","status-closed","hentry","topic-tag-cylinders","topic-tag-non-linear-buckling","topic-tag-pressure","topic-tag-stabilization","topic-tag-thin-walled"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"I have a buckling analysis about cylinder. I analyzed it using stabilization setting. But my result isn&#039;t what I want. Theoretically , Cylinder behavior curve should be negative slope(figure-1). But in My result ,curve is positive slope(figure-2) . Critical Buckling Load can be true,but i think behavior is failed.\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/why-ansys-cant-create-negative-curve-force-or-pressure-displacement-is-there-a-way-to-do-this\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Why Ansys can\u2019t create negative curve force or pressure-displacement ? is there a way to do this? | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"I have a buckling analysis about cylinder. I analyzed it using stabilization setting. But my result isn&#039;t what I want. 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