


{"id":403472,"date":"2025-01-04T16:15:37","date_gmt":"2025-01-04T16:15:37","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/403472\/"},"modified":"2025-01-04T16:57:45","modified_gmt":"2025-01-04T16:57:45","slug":"403472","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/403472\/","title":{"rendered":"Reply To: Help to do quasistatic analysis in static structural module"},"content":{"rendered":"<p>&lt;p&gt;&lt;span class=&#8221;&rdquo;&rdquo;&rdquo;&rdquo;structname&rdquo;&rdquo;&rdquo;&rdquo;&#8221;&gt;You have assigned the material WATER3, which was defined using Isotropic Elasticity, to the Inside body. This is a big mistake because WATER3 has a huge Shear Modulus, while real water has zero Shear Modulus. This will cause a large error in your results.&nbsp; Delete the Inside body and instead use the faces of the solid elements that define the inside cavity surface to create <a href=\"https:\/\/ansyshelp.ansys.com\/public\/account\/secured?returnurl=\/Views\/Secured\/corp\/v242\/en\/ans_elem\/Hlp_E_HSFLD242.html\" rel=\"external noopener noreferrer\">HSFLD242 elements<\/a>.&lt;\/span&gt;&lt;\/p&gt;&lt;p&gt;&lt;span class=&#8221;&rdquo;&rdquo;&rdquo;&rdquo;structname&rdquo;&rdquo;&rdquo;&rdquo;&#8221;&gt;HSFLD242&lt;\/span&gt; is used to model fluids that are fully enclosed by solids (containing vessels). The hydrostatic fluid element is well suited for calculating fluid volume and pressure for coupled problems involving fluid-solid interaction. The pressure in the fluid volume is assumed to be uniform (no pressure gradients).&nbsp;Hydrostatic fluid elements are overlaid on the faces of 3D solid or shell elements enclosing the fluid volume.&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-403472","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=\"You have assigned the material WATER3, which was defined using Isotropic Elasticity, to the Inside body. This is a big mistake because WATER3 has a huge Shear Modulus, while real water has zero Shear Modulus. This will cause a large error in your results. Delete the Inside body and instead use the faces of\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/403472\/\" \/>\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: Help to do quasistatic analysis in static structural module | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"You have assigned the material WATER3, which was defined using Isotropic Elasticity, to the Inside body. This is a big mistake because WATER3 has a huge Shear Modulus, while real water has zero Shear Modulus. This will cause a large error in your results. Delete the Inside body and instead use the faces of\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/403472\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2025-01-04T16:15:37+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2025-01-04T16:57:45+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Help to do quasistatic analysis in static structural module | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"You have assigned the material WATER3, which was defined using Isotropic Elasticity, to the Inside body. This is a big mistake because WATER3 has a huge Shear Modulus, while real water has zero Shear Modulus. This will cause a large error in your results. Delete the Inside body and instead use the faces of\" \/>\n\t\t<script type=\"application\/ld+json\" class=\"aioseo-schema\">\n\t\t\t{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/403472\\\/#breadcrumblist\",\"itemListElement\":[{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/403472\\\/#listItem\",\"name\":\"Reply To: Help to do quasistatic analysis in static structural module\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/403472\\\/#listItem\",\"position\":2,\"name\":\"Reply To: Help to do quasistatic analysis in static structural module\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}}]},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\"},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/403472\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/403472\\\/\",\"name\":\"Reply To: Help to do quasistatic analysis in static structural module | Ansys Learning Forum\",\"description\":\"You have assigned the material WATER3, which was defined using Isotropic Elasticity, to the Inside body. This is a big mistake because WATER3 has a huge Shear Modulus, while real water has zero Shear Modulus. This will cause a large error in your results. 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This is a big mistake because WATER3 has a huge Shear Modulus, while real water has zero Shear Modulus. This will cause a large error in your results. 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