{"id":371320,"date":"2024-07-10T13:48:39","date_gmt":"2024-07-10T13:48:39","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/"},"modified":"2024-07-10T13:48:39","modified_gmt":"2024-07-10T13:48:39","slug":"371320","status":"publish","type":"reply","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/","title":{"rendered":"Reply To: Harmonic analysis of a beam in water using HROCEAN"},"content":{"rendered":"<p>&lt;p&gt;Your results seem to be all zero.&nbsp; Here&#8217;s a qa test.&nbsp; Maybe you can modify it to do what you want.&lt;\/p&gt;&lt;p&gt;\/title,ocha-4s,vkumar,verify hrocean harmonic loading,PIPE288&lt;br&gt;\/COM,***************************************************************************&lt;br&gt;\/COM, TEST OBJECTIVE: Perform harmonic analysis on PIPE288 using HROCEAN command&lt;br&gt;\/COM,&lt;br&gt;\/COM,&lt;br&gt;\/COM, ELEMENTS: PIPE288(KEYOPT(12)=3)&lt;br&gt;\/COM,&nbsp;&lt;br&gt;\/COM, MATERIAL: ELASTIC&lt;br&gt;\/COM,&lt;br&gt;\/COM, DESCRIPTION:&nbsp;&lt;br&gt;\/COM, A vertical tube consisting of only one element fully submerged&nbsp;&lt;br&gt;\/COM, in water is constrained in all degrees of freedom at bottom node. &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;\/COM, The wave loading is applied to the model and harmonic analysis is &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;\/COM, performed using the ocean wave table to extract the reactions and &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;\/COM, tip displacements.The data base of case1 is saved and reused in case2.&nbsp;&lt;br&gt;\/COM,&lt;br&gt;\/COM,&lt;br&gt;\/COM, Case1: The wave is applied and harmonic analysis is done with&nbsp;&lt;br&gt;\/COM, &nbsp; &nbsp; &nbsp; &nbsp;HROCEAN,HARMONIC command using ocean wave table&lt;br&gt;\/COM, &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;\/COM,&lt;br&gt;\/COM, Case2: The real and imaginary forces of the wave obtained from&nbsp;&lt;br&gt;\/COM, &nbsp; &nbsp; &nbsp; &nbsp;Case1 is applied at nodes to same model using keyopt(12)=2&lt;br&gt;\/COM, &nbsp; &nbsp; &nbsp; &nbsp;and by setting a tiny wave height in ocean wave table. Ocean&lt;br&gt;\/COM &nbsp; &nbsp; &nbsp; &nbsp; environment is deleted using HROCEAN,OFF and by not issuing &nbsp;&lt;br&gt;\/COM, &nbsp; &nbsp; &nbsp; &nbsp;ocean id to pipe section. The harmonic analysis is performed&nbsp;&lt;br&gt;\/COM &nbsp; &nbsp; &nbsp; &nbsp; at wave excitation frequency using HARFRQ.&lt;br&gt;\/COM,&lt;br&gt;\/COM, Expected Results: 1. The reactions and tip displacements obtained&nbsp;&lt;br&gt;\/COM, &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;in complex form &nbsp;from Case1 and Case2 should match.&nbsp;&lt;br&gt;\/COM,&nbsp;&lt;br&gt;\/COM,******************************************************** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;\/COM, CASE 1:Harmonic analysis using HROCEAN,HARMONIC&lt;br&gt;\/COM,********************************************************&nbsp;&lt;br&gt;\/out,scratch&lt;br&gt;\/COM, Input Parameters&lt;br&gt;noe &nbsp; &nbsp;=1 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! number of elements&lt;br&gt;pi &nbsp; &nbsp; =3.14159265 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;! circumference\/diameter of a circle&lt;br&gt;L &nbsp; &nbsp; &nbsp;=100 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! length of pipe&lt;br&gt;ER &nbsp; &nbsp; =2.10e+11 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;! Young&#8217;s modulus of pipe&lt;br&gt;PRATIO =0.0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! Poisson&#8217;s ratio&lt;br&gt;Do &nbsp; &nbsp; =0.533 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! outer diameter of pipe&lt;br&gt;Di &nbsp; &nbsp; =0.508 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! inner diameter of pipe&lt;br&gt;Thk &nbsp; &nbsp;=(Do-Di)\/2 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! thickness of pipe &nbsp;&lt;br&gt;RHOP &nbsp; =0.00000030 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;! density of pipe&lt;br&gt;RhoW &nbsp; =1025.0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;! density of water&nbsp;&lt;br&gt;Cd &nbsp; &nbsp; =1.0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! drag coefficient&lt;br&gt;Cm &nbsp; &nbsp; =1.0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! inertia coefficient &nbsp;&nbsp;&lt;br&gt;Depth &nbsp;=100.0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! depth of ocean&lt;br&gt;H &nbsp; &nbsp; &nbsp;=4.0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! height of wave&lt;br&gt;T &nbsp; &nbsp; &nbsp;=10.0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;! time period of wave&lt;br&gt;sfvel &nbsp;=0.2 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! velocity of current at top surface &nbsp;&lt;br&gt;depvel =0.3 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; ! velocity of current at ocean floor &nbsp;&lt;br&gt;NPHASE =8&lt;br&gt;&nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;\/PREP7 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&lt;br&gt;\/COM, Material properties&lt;br&gt;MP,EX &nbsp;,1,ER&lt;br&gt;MP,PRXY,1,PRATIO&lt;br&gt;MP,DENS,1,RhoP&lt;br&gt;MP,DENS,2,RhoW&lt;\/p&gt;&lt;p&gt;\/COM, Element and keyopts&lt;br&gt;ET,1,PIPE288&lt;br&gt;KEYOPT,1,12,3&lt;br&gt;KEYOPT,1,15,0&lt;br&gt;KEYOPT,1,6,1&lt;\/p&gt;&lt;p&gt;\/COM, Section properties&lt;br&gt;SECTYPE,1,PIPE&lt;br&gt;SECDATA,Do,Thk&lt;\/p&gt;&lt;p&gt;\/COM, Finite element modeling&lt;br&gt;N,1,,,-90&lt;br&gt;N,2,,,-L&lt;br&gt;E,1,2&lt;br&gt;SAVE,,DB&lt;\/p&gt;&lt;p&gt;\/COM, Ocean Basic data&lt;br&gt;OCTYPE,BASIC&lt;br&gt;OCDATA,Depth,2,,0,,0&lt;br&gt;OCTABLE,,,Cd,,0,Cm&lt;\/p&gt;&lt;p&gt;\/COM, Ocean Wave data&lt;br&gt;OCTYPE,WAVE&lt;br&gt;OCDATA,0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;! Small Amplitude Airy Wave theory&lt;br&gt;OCTABLE,H,T,0&lt;br&gt;FINISH&lt;\/p&gt;&lt;p&gt;\/SOLU&lt;br&gt;ANTYPE,HARM&lt;br&gt;ACEL,,,9.8&lt;br&gt;D,2,ALL&lt;br&gt;TIME,1e-011&lt;br&gt;HROCEAN,HARMONIC,NPHASE&lt;br&gt;OUTRES,ALL,ALL&lt;br&gt;OUTPR,ALL,ALL&lt;br&gt;SOLVE&lt;br&gt;FINISH&lt;\/p&gt;&lt;p&gt;\/POST26&lt;br&gt;ESOL,2,1,1,f,x,FX_1&lt;br&gt;ESOL,3,1,1,f,z,FZ_1&lt;br&gt;ESOL,4,1,2,f,x,FX_2&lt;br&gt;ESOL,5,1,2,f,z,FZ_2&lt;br&gt;NSOL,6,1,U,X,UX_TIP&lt;br&gt;PRVAL,2,3,4,5,6&lt;br&gt;EXTREME,2,5,6&lt;br&gt;FINISH&lt;\/p&gt;&lt;p&gt;\/POST1&lt;br&gt;SET,1,,,real&lt;br&gt;PRNLD,F&lt;br&gt;SET,1,,,imag&lt;br&gt;PRNLD,F&lt;br&gt;SET,1,,,real&lt;br&gt;PRRSOL,F&lt;br&gt;*GET,FX1_REAL,NODE,2,RF,FX,REAL&lt;br&gt;*GET,UX1_REAL,NODE,1,U,X,,REAL&lt;br&gt;SET,1,,,imag&lt;br&gt;PRRSOL,F&lt;br&gt;*GET,FX1_IMAG,NODE,2,RF,FX,IMAG&lt;br&gt;*GET,UX1_IMAG,NODE,1,U,X,,IMAG&lt;br&gt;FINISH&lt;br&gt;PARSAVE&lt;br&gt;PARRES&lt;br&gt;\/out,&lt;br&gt;\/COM************************************************************&lt;br&gt;\/COM Expected results: The reaction forces and tip displacements&nbsp;&lt;br&gt;\/COM &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; for case 1 and 2 should match&lt;br&gt;\/COM************************************************************&nbsp;&lt;br&gt;\/COM Real reaction for case 1&lt;br&gt;&nbsp; *STATUS,FX1_REAL&lt;br&gt;\/COM,***********************************************************&lt;br&gt;\/COM Imaginary reaction for case 1&lt;br&gt;&nbsp; *STATUS,FX1_IMAG&lt;br&gt;\/COM,***********************************************************&lt;br&gt;\/COM Real component of displacement for case 1&lt;br&gt;*STATUS,UX1_REAL&lt;br&gt;\/COM,***********************************************************&lt;br&gt;\/COM Imaginary component of displacement for case 1&lt;br&gt;*STATUS,UX1_IMAG&lt;br&gt;\/COM,***********************************************************&lt;\/p&gt;&lt;p&gt;\/CLEAR,NOSTART&lt;br&gt;\/COM,************************************************************** &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;&nbsp;&lt;br&gt;\/COM, CASE 2:HROCEAN,OFF and HARFRQ&lt;br&gt;\/COM,**************************************************************&nbsp;&lt;br&gt;PARRES&lt;br&gt;\/out,scratch&lt;\/p&gt;&lt;p&gt;\/PREP7&lt;br&gt;RESUME,,DB&lt;br&gt;\/COM, Ocean Basic data&lt;br&gt;OCTYPE,BASIC&lt;br&gt;OCDATA,Depth,2,,0,,0&lt;br&gt;OCTABLE,,,Cd,0,0,Cm&lt;\/p&gt;&lt;p&gt;\/COM, Ocean Wave data&lt;br&gt;OCTYPE,WAVE&lt;br&gt;OCDATA,0 &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp; &nbsp;! Small Amplitude Airy Wave theory&lt;br&gt;OCTABLE,1e-011,1e+11,0&lt;\/p&gt;&lt;p&gt;\/SOLU&lt;br&gt;ANTYPE,HARMIC&lt;br&gt;HROCEAN,OFF&lt;br&gt;OCDELETE,all !2,3,1&lt;br&gt;HARFRQ,0,1\/T&lt;br&gt;ACEL,,,9.8&lt;br&gt;NSUBST,10&lt;br&gt;TIME,1e-11&lt;br&gt;F,1,FX,1.9901,-33.470&lt;br&gt;F,2,FX,1.8871,-32.592&nbsp;&lt;br&gt;D,2,ALL&lt;br&gt;OUTRES,ALL,ALL&lt;br&gt;SOLVE&lt;br&gt;FINISH&lt;\/p&gt;&lt;p&gt;\/POST26&lt;br&gt;NUMVAR,100&lt;br&gt;ESOL,12,1,1,F,X&lt;br&gt;ESOL,13,1,1,F,Z&lt;br&gt;ESOL,14,1,2,F,X&lt;br&gt;ESOL,15,1,2,F,Z&lt;br&gt;NSOL,16,1,U,X,UX_TIP&lt;br&gt;PRVAR,12,13,14,15,16&lt;br&gt;FINISH&lt;\/p&gt;&lt;p&gt;\/POST1&lt;br&gt;FLIST&lt;br&gt;SET,1,,,real&lt;br&gt;PRNLD,F&lt;br&gt;SET,1,,,imag&lt;br&gt;PRNLD,F&lt;br&gt;SET,1,,,real&lt;br&gt;PRRSOL,F&lt;br&gt;*GET,FX2_REAL,NODE,2,RF,FX,REAL&lt;br&gt;*GET,UX2_REAL,NODE,1,U,X,,REAL&lt;br&gt;SET,1,,,imag&lt;br&gt;*GET,FX2_IMAG,NODE,2,RF,FX,IMAG&lt;br&gt;*GET,UX2_IMAG,NODE,1,U,X,,IMAG&lt;br&gt;PRRSOL,F&lt;br&gt;FINISH&lt;br&gt;PARSAVE&lt;br&gt;PARRES&lt;br&gt;\/out,&lt;br&gt;\/COM,***********************************************************&lt;br&gt;\/COM Real reaction for case 2&lt;br&gt;&nbsp; *STATUS,FX2_REAL&lt;br&gt;\/COM,***********************************************************&lt;br&gt;\/COM Imaginary reaction for case 2&lt;br&gt;&nbsp; *STATUS,FX2_IMAG&lt;br&gt;\/COM,***********************************************************&lt;br&gt;\/COM Real component of displacement for case 2&lt;br&gt;*STATUS,UX2_REAL&lt;br&gt;\/COM,***********************************************************&lt;br&gt;\/COM Imaginary component of displacement for case 2&lt;br&gt;*STATUS,UX2_IMAG&lt;br&gt;\/COM,***********************************************************&lt;br&gt;\/EXIT,NOSAVE&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-371320","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=\"Your results seem to be all zero. Here&#039;s a qa test. Maybe you can modify it to do what you want.\/title,ocha-4s,vkumar,verify hrocean harmonic loading,PIPE288\/COM,***************************************************************************\/COM, TEST OBJECTIVE: Perform harmonic analysis on PIPE288 using HROCEAN command\/COM,\/COM,\/COM, ELEMENTS: PIPE288(KEYOPT(12)=3)\/COM, \/COM, MATERIAL: ELASTIC\/COM,\/COM, DESCRIPTION: \/COM, A vertical tube consisting of only one element fully submerged \/COM, in water is constrained in all\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/\" \/>\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: Harmonic analysis of a beam in water using HROCEAN | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Your results seem to be all zero. Here&#039;s a qa test. Maybe you can modify it to do what you want.\/title,ocha-4s,vkumar,verify hrocean harmonic loading,PIPE288\/COM,***************************************************************************\/COM, TEST OBJECTIVE: Perform harmonic analysis on PIPE288 using HROCEAN command\/COM,\/COM,\/COM, ELEMENTS: PIPE288(KEYOPT(12)=3)\/COM, \/COM, MATERIAL: ELASTIC\/COM,\/COM, DESCRIPTION: \/COM, A vertical tube consisting of only one element fully submerged \/COM, in water is constrained in all\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-07-10T13:48:39+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-07-10T13:48:39+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Reply To: Harmonic analysis of a beam in water using HROCEAN | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"Your results seem to be all zero. Here&#039;s a qa test. Maybe you can modify it to do what you want.\/title,ocha-4s,vkumar,verify hrocean harmonic loading,PIPE288\/COM,***************************************************************************\/COM, TEST OBJECTIVE: Perform harmonic analysis on PIPE288 using HROCEAN command\/COM,\/COM,\/COM, ELEMENTS: PIPE288(KEYOPT(12)=3)\/COM, \/COM, MATERIAL: ELASTIC\/COM,\/COM, DESCRIPTION: \/COM, A vertical tube consisting of only one element fully submerged \/COM, in water is constrained in all\" \/>\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\\\/371320\\\/#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\\\/371320\\\/#listItem\",\"name\":\"Reply To: Harmonic analysis of a beam in water using HROCEAN\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/371320\\\/#listItem\",\"position\":2,\"name\":\"Reply To: Harmonic analysis of a beam in water using HROCEAN\",\"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\\\/371320\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/371320\\\/\",\"name\":\"Reply To: Harmonic analysis of a beam in water using HROCEAN | Ansys Learning Forum\",\"description\":\"Your results seem to be all zero. Here's a qa test. Maybe you can modify it to do what you want.\\\/title,ocha-4s,vkumar,verify hrocean harmonic loading,PIPE288\\\/COM,***************************************************************************\\\/COM, TEST OBJECTIVE: Perform harmonic analysis on PIPE288 using HROCEAN command\\\/COM,\\\/COM,\\\/COM, ELEMENTS: PIPE288(KEYOPT(12)=3)\\\/COM, \\\/COM, MATERIAL: ELASTIC\\\/COM,\\\/COM, DESCRIPTION: \\\/COM, A vertical tube consisting of only one element fully submerged \\\/COM, in water is constrained in all\",\"inLanguage\":\"en-US\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#website\"},\"breadcrumb\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/forums\\\/reply\\\/371320\\\/#breadcrumblist\"},\"datePublished\":\"2024-07-10T13:48:39+00:00\",\"dateModified\":\"2024-07-10T13:48:39+00:00\"},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#website\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/\",\"name\":\"Ansys Learning Forum\",\"description\":\"Ansys Innovation Space\",\"inLanguage\":\"en-US\",\"publisher\":{\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/forum\\\/#organization\"}}]}\n\t\t<\/script>\n\t\t<!-- All in One SEO -->\n\n","aioseo_head_json":{"title":"Reply To: Harmonic analysis of a beam in water using HROCEAN | Ansys Learning Forum","description":"Your results seem to be all zero. Here's a qa test. Maybe you can modify it to do what you want.\/title,ocha-4s,vkumar,verify hrocean harmonic loading,PIPE288\/COM,***************************************************************************\/COM, TEST OBJECTIVE: Perform harmonic analysis on PIPE288 using HROCEAN command\/COM,\/COM,\/COM, ELEMENTS: PIPE288(KEYOPT(12)=3)\/COM, \/COM, MATERIAL: ELASTIC\/COM,\/COM, DESCRIPTION: \/COM, A vertical tube consisting of only one element fully submerged \/COM, in water is constrained in all","canonical_url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/","robots":"max-image-preview:large","keywords":"","webmasterTools":{"miscellaneous":""},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"BreadcrumbList","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/#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\/371320\/#listItem","name":"Reply To: Harmonic analysis of a beam in water using HROCEAN"}},{"@type":"ListItem","@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/#listItem","position":2,"name":"Reply To: Harmonic analysis of a beam in water using HROCEAN","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\/371320\/#webpage","url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/","name":"Reply To: Harmonic analysis of a beam in water using HROCEAN | Ansys Learning Forum","description":"Your results seem to be all zero. Here's a qa test. Maybe you can modify it to do what you want.\/title,ocha-4s,vkumar,verify hrocean harmonic loading,PIPE288\/COM,***************************************************************************\/COM, TEST OBJECTIVE: Perform harmonic analysis on PIPE288 using HROCEAN command\/COM,\/COM,\/COM, ELEMENTS: PIPE288(KEYOPT(12)=3)\/COM, \/COM, MATERIAL: ELASTIC\/COM,\/COM, DESCRIPTION: \/COM, A vertical tube consisting of only one element fully submerged \/COM, in water is constrained in all","inLanguage":"en-US","isPartOf":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#website"},"breadcrumb":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/#breadcrumblist"},"datePublished":"2024-07-10T13:48:39+00:00","dateModified":"2024-07-10T13:48:39+00:00"},{"@type":"WebSite","@id":"https:\/\/innovationspace.ansys.com\/forum\/#website","url":"https:\/\/innovationspace.ansys.com\/forum\/","name":"Ansys Learning Forum","description":"Ansys Innovation Space","inLanguage":"en-US","publisher":{"@id":"https:\/\/innovationspace.ansys.com\/forum\/#organization"}}]},"og:locale":"en_US","og:site_name":"Ansys Learning Forum | Ansys Innovation Space","og:type":"article","og:title":"Reply To: Harmonic analysis of a beam in water using HROCEAN | Ansys Learning Forum","og:description":"Your results seem to be all zero. Here's a qa test. Maybe you can modify it to do what you want.\/title,ocha-4s,vkumar,verify hrocean harmonic loading,PIPE288\/COM,***************************************************************************\/COM, TEST OBJECTIVE: Perform harmonic analysis on PIPE288 using HROCEAN command\/COM,\/COM,\/COM, ELEMENTS: PIPE288(KEYOPT(12)=3)\/COM, \/COM, MATERIAL: ELASTIC\/COM,\/COM, DESCRIPTION: \/COM, A vertical tube consisting of only one element fully submerged \/COM, in water is constrained in all","og:url":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/","article:published_time":"2024-07-10T13:48:39+00:00","article:modified_time":"2024-07-10T13:48:39+00:00","twitter:card":"summary_large_image","twitter:title":"Reply To: Harmonic analysis of a beam in water using HROCEAN | Ansys Learning Forum","twitter:description":"Your results seem to be all zero. Here's a qa test. Maybe you can modify it to do what you want.\/title,ocha-4s,vkumar,verify hrocean harmonic loading,PIPE288\/COM,***************************************************************************\/COM, TEST OBJECTIVE: Perform harmonic analysis on PIPE288 using HROCEAN command\/COM,\/COM,\/COM, ELEMENTS: PIPE288(KEYOPT(12)=3)\/COM, \/COM, MATERIAL: ELASTIC\/COM,\/COM, DESCRIPTION: \/COM, A vertical tube consisting of only one element fully submerged \/COM, in water is constrained in all"},"aioseo_meta_data":{"post_id":"371320","title":null,"description":null,"keywords":null,"keyphrases":null,"primary_term":null,"canonical_url":null,"og_title":null,"og_description":null,"og_object_type":"default","og_image_type":"content","og_image_url":null,"og_image_width":null,"og_image_height":null,"og_image_custom_url":null,"og_image_custom_fields":null,"og_video":null,"og_custom_url":null,"og_article_section":null,"og_article_tags":null,"twitter_use_og":true,"twitter_card":"default","twitter_image_type":"default","twitter_image_url":null,"twitter_image_custom_url":null,"twitter_image_custom_fields":null,"twitter_title":null,"twitter_description":null,"schema":{"blockGraphs":[],"customGraphs":[],"default":{"data":{"Article":[],"Course":[],"Dataset":[],"FAQPage":[],"Movie":[],"Person":[],"Product":[],"ProductReview":[],"Car":[],"Recipe":[],"Service":[],"SoftwareApplication":[],"WebPage":[]},"graphName":"","isEnabled":true},"graphs":[]},"schema_type":"default","schema_type_options":null,"pillar_content":false,"robots_default":true,"robots_noindex":false,"robots_noarchive":false,"robots_nosnippet":false,"robots_nofollow":false,"robots_noimageindex":false,"robots_noodp":false,"robots_notranslate":false,"robots_max_snippet":null,"robots_max_videopreview":null,"robots_max_imagepreview":"large","priority":null,"frequency":null,"local_seo":null,"limit_modified_date":false,"created":"2024-10-28 16:38:07","updated":"2026-08-16 10:45:03","ai":null,"breadcrumb_settings":null,"seo_analyzer_scan_date":null},"aioseo_breadcrumb":"<div class=\"aioseo-breadcrumbs\"><span class=\"aioseo-breadcrumb\">\n\t\t\t<a href=\"https:\/\/innovationspace.ansys.com\/forum\" title=\"Home\">Home<\/a>\n\t\t<\/span><span class=\"aioseo-breadcrumb-separator\">&raquo;<\/span><span class=\"aioseo-breadcrumb\">\n\t\t\tReply To: Harmonic analysis of a beam in water using HROCEAN\n\t\t<\/span><\/div>","aioseo_breadcrumb_json":[{"label":"Home","link":"https:\/\/innovationspace.ansys.com\/forum"},{"label":"Reply To: Harmonic analysis of a beam in water using HROCEAN","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/reply\/371320\/"}],"acf":[],"_links":{"self":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/371320","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies"}],"about":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/types\/reply"}],"version-history":[{"count":0,"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/replies\/371320\/revisions"}],"wp:attachment":[{"href":"https:\/\/innovationspace.ansys.com\/forum\/wp-json\/wp\/v2\/media?parent=371320"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}