{"id":357732,"date":"2024-03-18T19:21:01","date_gmt":"2024-03-18T19:21:01","guid":{"rendered":"\/forum\/forums\/reply\/357732\/"},"modified":"2024-03-18T19:41:48","modified_gmt":"2024-03-18T19:41:48","slug":"357732","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357732\/","title":{"rendered":"Reply To: V-bending problem using Transient Structural"},"content":{"rendered":"<p>&lt;p&gt;I used the archive you provided. Make it a 2-step solution.&nbsp; Have the remote displacement at 1 second set to Y = -0.2 mm and the remote displacement set to Y = 0.0 mm at 2 seconds.&nbsp; Look at the free end of the plate. You will see a significant springback.&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/18-03-2024-1710790752-mceclip0.png\" \/>&lt;\/p&gt;&lt;p&gt;<img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/18-03-2024-1710790769-mceclip1.png\" \/>&lt;\/p&gt;&lt;p&gt;The reason you were not seeing much springback is because the bending was excessive and ended in lateral plastic flow as the entire section went into plastic strain with no elastic core to provide any springback.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-357732","reply","type-reply","status-publish","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"I used the archive you provided. Make it a 2-step solution. Have the remote displacement at 1 second set to Y = -0.2 mm and the remote displacement set to Y = 0.0 mm at 2 seconds. Look at the free end of the plate. You will see a significant springback.The reason you were not\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357732\/\" \/>\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=\"Reply To: V-bending problem using Transient Structural | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"I used the archive you provided. Make it a 2-step solution. Have the remote displacement at 1 second set to Y = -0.2 mm and the remote displacement set to Y = 0.0 mm at 2 seconds. Look at the free end of the plate. You will see a significant springback.The reason you were not\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/357732\/\" \/>\n\t\t<meta property=\"og:image\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/18-03-2024-1710790752-mceclip0.png\" \/>\n\t\t<meta property=\"og:image:secure_url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/18-03-2024-1710790752-mceclip0.png\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-03-18T19:21:01+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-03-18T19:41:48+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: V-bending problem using Transient Structural | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"I used the archive you provided. 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Make it a 2-step solution. Have the remote displacement at 1 second set to Y = -0.2 mm and the remote displacement set to Y = 0.0 mm at 2 seconds. Look at the free end of the plate. 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