


{"id":359424,"date":"2024-03-28T11:32:34","date_gmt":"2024-03-28T11:32:34","guid":{"rendered":"\/forum\/forums\/topic\/geopolymer-modeling\/"},"modified":"2024-03-28T13:26:50","modified_gmt":"2024-03-28T13:26:50","slug":"geopolymer-modeling","status":"closed","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/geopolymer-modeling\/","title":{"rendered":"Geopolymer modeling  Problem"},"content":{"rendered":"<p>Good morning, I am in desperate need of help! I am trying to model the compression of a geopolimer sample. The only values I obtained from the laboratory are:<\/p>\n<ol>\n<li>Young&#8217;s Modulus<\/li>\n<li>Poisson&#8217;s Ratio<\/li>\n<li>Stress-strain curve (visible in the image)<\/li>\n<\/ol>\n<p>Unfortunately, the geopolimer sample behaves more like cement than concrete, so I don&#8217;t know which material to use from the library. What I have done is visible in the picture.<\/p>\n<p>I know what force was applied during the test, but when I apply it to my model (which also includes imperfections in the form of surface roughness to which I apply the load to model shearing correctly), the stress and strain are completely different from those in the test. Please help, what am I doing wrong? Should I choose a different material model? Or are the boundary conditions and simulation settings incorrect? I attach all the necessary photos.<\/p>\n<p>Please also note that the material is very brittle, practically no plastic deformation occurs. (visible on the stress-strain curve)<\/p>\n<p>Material model:<br \/><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/28-03-2024-1711625329-mceclip0.png\"><img loading=\"lazy\" decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/28-03-2024-1711625329-mceclip0.png\" width=\"862\" height=\"554\"><\/a><\/p>\n<p>Stress &#8211; Strain curve from the lab: (green one)<br \/><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/28-03-2024-1711625393-mceclip1.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/28-03-2024-1711625393-mceclip1.png\"><\/a><\/p>\n<p>Ansys static structural model:&nbsp;<br \/>I applied 1kN per second until reaching 18,5kN which was the force that broke the sample.<br \/><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/28-03-2024-1711625440-mceclip2.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/28-03-2024-1711625440-mceclip2.png\"><\/a><\/p>\n<p>Boundry condition: fixed support.<\/p>\n<p><a class=\"wp-colorbox-image cboxElement\" href=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/28-03-2024-1711625495-mceclip3.png\"><img decoding=\"async\" src=\"\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/28-03-2024-1711625495-mceclip3.png\"><\/a><\/p>\n","protected":false},"template":"","class_list":["post-359424","topic","type-topic","status-closed","hentry","topic-tag-ansysworkbench-ansys-staticstructural","topic-tag-ansys-help","topic-tag-ansys-student","topic-tag-brittle-failure","topic-tag-brittle-materials","topic-tag-concrete","topic-tag-concrete-material","topic-tag-help","topic-tag-help-me-2","topic-tag-materials-problem","topic-tag-stress-strain"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Good morning, I am in desperate need of help! I am trying to model the compression of a geopolimer sample. The only values I obtained from the laboratory are:Young&#039;s ModulusPoisson&#039;s RatioStress-strain curve (visible in the image)Unfortunately, the geopolimer sample behaves more like cement than concrete, so I don&#039;t know which material to use from the\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/geopolymer-modeling\/\" \/>\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=\"Geopolymer modeling Problem | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Good morning, I am in desperate need of help! I am trying to model the compression of a geopolimer sample. The only values I obtained from the laboratory are:Young&#039;s ModulusPoisson&#039;s RatioStress-strain curve (visible in the image)Unfortunately, the geopolimer sample behaves more like cement than concrete, so I don&#039;t know which material to use from the\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/geopolymer-modeling\/\" \/>\n\t\t<meta property=\"og:image\" content=\"https:\/\/innovationspace.ansys.com\/forum\/forum\/wp-content\/uploads\/sites\/2\/2024\/03\/28-03-2024-1711625329-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\/28-03-2024-1711625329-mceclip0.png\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2024-03-28T11:32:34+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2024-03-28T13:26:50+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"Geopolymer modeling Problem | Ansys Learning Forum\" \/>\n\t\t<meta name=\"twitter:description\" content=\"Good morning, I am in desperate need of help! 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