{"id":370123,"date":"2024-07-02T13:18:40","date_gmt":"2024-07-02T13:18:40","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/aqwa-tube-elements-in-frequency-domain-analysis\/"},"modified":"2024-07-02T13:18:40","modified_gmt":"2024-07-02T13:18:40","slug":"aqwa-tube-elements-in-frequency-domain-analysis","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/aqwa-tube-elements-in-frequency-domain-analysis\/","title":{"rendered":"Aqwa &#8211; tube elements in frequency domain analysis"},"content":{"rendered":"<p>I am using Aqwa (ansys workbench) for frequency domain analysis. In my model (float structure), there are several tube elements. Since I want to consdier the drag force on these tube elemetns, so one irregular wave are added. but when I use the splite force function (to get the forece at the centerl line of the structure) , it was found that, the drag coefficient has NO impact to the resutls of the split function (but it do affect the resutls of the shear foce and moment) . I wonder if the tube elemtns cannot be conidered for the split force function at the moment for Aqwa, thank you<\/p>\n","protected":false},"template":"","class_list":["post-370123","topic","type-topic","status-closed","hentry"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"I am using Aqwa (ansys workbench) for frequency domain analysis. In my model (float structure), there are several tube elements. Since I want to consdier the drag force on these tube elemetns, so one irregular wave are added. but when I use the splite force function (to get the forece at the centerl line of\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/aqwa-tube-elements-in-frequency-domain-analysis\/\" \/>\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=\"Aqwa \u2013 tube elements in frequency domain analysis | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"I am using Aqwa (ansys workbench) for frequency domain analysis. In my model (float structure), there are several tube elements. Since I want to consdier the drag force on these tube elemetns, so one irregular wave are added. but when I use the splite force function (to get the forece at the centerl line of\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/aqwa-tube-elements-in-frequency-domain-analysis\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-07-02T13:18:40+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-07-02T13:18:40+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Aqwa \u2013 tube elements in frequency domain analysis | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"I am using Aqwa (ansys workbench) for frequency domain analysis. In my model (float structure), there are several tube elements. Since I want to consdier the drag force on these tube elemetns, so one irregular wave are added. but when I use the splite force function (to get the forece at the centerl line 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\\\/topic\\\/aqwa-tube-elements-in-frequency-domain-analysis\\\/#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\\\/topics\\\/#listItem\",\"name\":\"Topics\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"position\":2,\"name\":\"Topics\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/aqwa-tube-elements-in-frequency-domain-analysis\\\/#listItem\",\"name\":\"Aqwa &#8211; tube elements in frequency domain analysis\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum#listItem\",\"name\":\"Home\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/aqwa-tube-elements-in-frequency-domain-analysis\\\/#listItem\",\"position\":3,\"name\":\"Aqwa &#8211; tube elements in frequency domain analysis\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/topics\\\/#listItem\",\"name\":\"Topics\"}}]},{\"@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\\\/topic\\\/aqwa-tube-elements-in-frequency-domain-analysis\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/topic\\\/aqwa-tube-elements-in-frequency-domain-analysis\\\/\",\"name\":\"Aqwa \\u2013 tube elements in frequency domain analysis | Ansys Learning Forum\",\"description\":\"I am using Aqwa (ansys workbench) for frequency domain analysis. 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