


{"id":363323,"date":"2024-04-20T20:42:22","date_gmt":"2024-04-20T20:42:22","guid":{"rendered":"\/forum\/?post_type=topic&#038;p=363323"},"modified":"2024-04-22T14:52:47","modified_gmt":"2024-04-22T14:52:47","slug":"withdraw-test","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/withdraw-test\/","title":{"rendered":"Withdraw test"},"content":{"rendered":"<p>Hi,<\/p>\n<p>I am trying to make a simulation to match the experimental result with some data from another program<\/p>\n<p><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/20-04-2024-1713632914-mceclip1.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/20-04-2024-1713632914-mceclip1.png\"><\/a><\/p>\n<p>This is my model, a 4.5 &times; 50 mm screw (modelled as smooth surface) inserted into a predrilled orthotropic block is the hole diameter slightly smaller than the screw&#8217;s diameter (overlapping diameter from another program&#8217;s data is 1mm) to create the friction contract (the blue part is the surface of the hole, the red part is the surface of the screw).<\/p>\n<p>The table is the orthotropic block material:<\/p>\n<table class=\"MsoTableGrid\" style=\"border-collapse: collapse;border: none;height: 408px;width: 57.9203%\" border=\"1\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td style=\"width: 51.8581%;border: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">Density (kg\/m<sup>3)<\/sup><\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: 1pt solid windowtext;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">500<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 51.8581%;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: 1pt solid windowtext;border-top: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span style=\"font-size: 10pt\"><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\">Young&#8217;s Modulus X direction<\/span><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\"> (MPa)<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: none;border-left: none;border-bottom: 1pt solid windowtext;border-right: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">14700<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 51.8581%;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: 1pt solid windowtext;border-top: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span style=\"font-size: 10pt\"><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\">Young&#8217;s Modulus Y direction<\/span><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\"> (MPa)<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: none;border-left: none;border-bottom: 1pt solid windowtext;border-right: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">737<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 51.8581%;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: 1pt solid windowtext;border-top: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span style=\"font-size: 10pt\"><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\">Young&#8217;s Modulus Z direction<\/span><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\"> (MPa)<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: none;border-left: none;border-bottom: 1pt solid windowtext;border-right: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">1000<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 51.8581%;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: 1pt solid windowtext;border-top: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">Poisson&#8217;s Ratio XY<\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: none;border-left: none;border-bottom: 1pt solid windowtext;border-right: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">0.449<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 51.8581%;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: 1pt solid windowtext;border-top: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">Poisson&#8217;s Ratio YZ<\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: none;border-left: none;border-bottom: 1pt solid windowtext;border-right: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">0.292<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 51.8581%;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: 1pt solid windowtext;border-top: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">Poisson&#8217;s Ratio XZ<\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: none;border-left: none;border-bottom: 1pt solid windowtext;border-right: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">0.374<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 51.8581%;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: 1pt solid windowtext;border-top: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span style=\"font-size: 10pt\"><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\">Shear Modulus XY<\/span><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\"> (MPa)<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: none;border-left: none;border-bottom: 1pt solid windowtext;border-right: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">1150<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 51.8581%;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: 1pt solid windowtext;border-top: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span style=\"font-size: 10pt\"><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\">Shear Modulus YZ<\/span><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\"> (MPa)<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: none;border-left: none;border-bottom: 1pt solid windowtext;border-right: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">942<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 51.8581%;border-right: 1pt solid windowtext;border-bottom: 1pt solid windowtext;border-left: 1pt solid windowtext;border-top: none;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span style=\"font-size: 10pt\"><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\">Shear Modulus XZ<\/span><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\"> (MPa)<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 48.1419%;border-top: none;border-left: none;border-bottom: 1pt solid windowtext;border-right: 1pt solid windowtext;padding: 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">103<\/span><\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><span style=\"font-size: 14pt\">The following are the screw material changed properties, other properties remain unchanged of the default structure steel material<\/span><\/p>\n<table class=\"MsoTableGrid\" style=\"border-collapse: collapse;border: none\" border=\"1\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td style=\"width: 207.4pt;border: solid windowtext 1.0pt;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">Density (kg\/m<sup>3)<\/sup><\/span><\/p>\n<\/td>\n<td style=\"width: 207.4pt;border: solid windowtext 1.0pt;border-left: none;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">8000 <\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 207.4pt;border: solid windowtext 1.0pt;border-top: none;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span style=\"font-size: 10pt\"><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\">Young&#8217;s Modulus<\/span><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\"> (MPa)<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 207.4pt;border-top: none;border-left: none;border-bottom: solid windowtext 1.0pt;border-right: solid windowtext 1.0pt;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">200000<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 207.4pt;border: solid windowtext 1.0pt;border-top: none;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span style=\"font-size: 10pt\"><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\">Yield strength<\/span><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\"> (MPa)<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 207.4pt;border-top: none;border-left: none;border-bottom: solid windowtext 1.0pt;border-right: solid windowtext 1.0pt;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">215<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 207.4pt;border: solid windowtext 1.0pt;border-top: none;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span style=\"font-size: 10pt\"><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\">Ultimate strength<\/span><span lang=\"EN-US\" style=\"font-family: 'Calibri',sans-serif\"> (MPa)<\/span><\/span><\/p>\n<\/td>\n<td style=\"width: 207.4pt;border-top: none;border-left: none;border-bottom: solid windowtext 1.0pt;border-right: solid windowtext 1.0pt;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">450<\/span><\/p>\n<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 207.4pt;border: solid windowtext 1.0pt;border-top: none;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">Poisson&#8217;s Ratio<\/span><\/p>\n<\/td>\n<td style=\"width: 207.4pt;border-top: none;border-left: none;border-bottom: solid windowtext 1.0pt;border-right: solid windowtext 1.0pt;padding: 0cm 5.4pt 0cm 5.4pt\" valign=\"top\" width=\"277\">\n<p class=\"MsoNormal\" style=\"margin-bottom: 0cm;text-align: justify;line-height: normal\"><span lang=\"EN-US\" style=\"font-family: Calibri, sans-serif;font-size: 10pt\">0.29<\/span><\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>The graph of force reaction for the displacement vs the displacement is plotted to do the comparison.&nbsp;<\/p>\n<p><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/20-04-2024-1713632193-mceclip0.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/20-04-2024-1713632193-mceclip0.png\"><\/a><\/p>\n<p>the frictional contact is set as mu = 0.3 and with the command<\/p>\n<pre>et ,cid, 174<br>RMODIF,cid,21, 5.3<br>RMODIF,cid,22, 4<\/pre>\n<p>but I am encountering some problems:<\/p>\n<ol>\n<li>I wonder why the simulation failed to run the overlapping diameter is 1mm.<\/li>\n<\/ol>\n<p>When I set the hole diameter is 3.5mm (overlapping diameter is 1mm), the simulation goes error and gives me these messages. Why would this happen?<\/p>\n<p><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/20-04-2024-1713635740-mceclip0.png\"><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/20-04-2024-1713635740-mceclip0.png\" width=\"1284\" height=\"268\"><\/a><\/p>\n<p>2.&nbsp; The DC coefficient failed to function or function weirdly<\/p>\n<p>So as the 1mm overlapping diameter can&#8217;t work, I changed the overlapping diameter to a smaller value. but the DC coefficient would either cause errors like that shown in the previous image or give out a strange result that does not decay exponentially. What do I miss for the dynamic friction formula to work properly?<\/p>\n<p><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/20-04-2024-1713643945-mceclip0.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/04\/20-04-2024-1713643945-mceclip0.png\"><\/a><\/p>\n<p>3. How to insert the Hashin failure criterion into the model?<\/p>\n<p>I have checked this post (\/forum\/forums\/topic\/hashin-failure-results\/) and the guide but I am still confused about where and how to input the Hashin failure criterion into the material. These are the data I have for the Hashin failure criterion<\/p>\n<p><span style=\"font-size: 10pt\">Failure criteria: <br \/><\/span><span style=\"font-size: 10pt\">Parallel tension = 108 MPa<\/span><br \/><span style=\"font-size: 10pt\">Parallel compression = 29.8 MPa<\/span><br \/><span style=\"font-size: 10pt\">Matrix tension = 2.3 MPa<\/span><br \/><span style=\"font-size: 10pt\">Matrix compression = 5.5 MPa<\/span><br \/><span style=\"font-size: 10pt\">Longitudinal shear = 7.8 MPa<\/span><br \/><span style=\"font-size: 10pt\">Transverse shear&nbsp; = 7.8 MPa<\/span><br \/><span style=\"font-size: 10pt\">Fracture energy&nbsp;<br \/>Longitudinal tension = 1.6 N\/mm<br \/>Longitudinal compression =&nbsp;60 N\/mm<br \/>Transverse tension = 0.06 N\/mm<br \/>Transverse compression =&nbsp;0.2 N\/mm<\/p>\n<p><\/span><\/p>\n<p>Thanks<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"template":"","class_list":["post-363323","topic","type-topic","status-closed","hentry","topic-tag-bolt-modelling-1","topic-tag-error","topic-tag-experimental-data-1","topic-tag-experimental-results-1","topic-tag-failure-criteria","topic-tag-friction-coefficient","topic-tag-mechanical","topic-tag-modelling","topic-tag-result-validation"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hi,I am trying to make a simulation to match the experimental result with some data from another programThis is my model, a 4.5 \u00d7 50 mm screw (modelled as smooth surface) inserted into a predrilled orthotropic block is the hole diameter slightly smaller than the screw&#039;s diameter (overlapping diameter from another program&#039;s data is 1mm)\" \/>\n\t<meta name=\"robots\" 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