{"id":8225,"date":"2026-03-17T20:53:19","date_gmt":"2026-03-17T07:53:19","guid":{"rendered":"https:\/\/websitedesignhosting.co.nz\/motovated\/?post_type=dt_portfolio&p=8225"},"modified":"2026-07-21T18:58:43","modified_gmt":"2026-07-21T06:58:43","slug":"plastic-tank-finite-element-analysis","status":"publish","type":"dt_portfolio","link":"https:\/\/websitedesignhosting.co.nz\/motovated\/project\/plastic-tank-finite-element-analysis\/","title":{"rendered":"Skellerup 3500 Litre Tank"},"content":{"rendered":"

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Skellerup 3500 Litre Tank<\/h1><\/div><\/div>[vc_column_text css=”.vc_custom_1773733396171{margin-bottom: 30px !important;border-left-width: 3px !important;padding-left: 20px !important;border-left-style: solid !important;border-color: rgba(0,0,0,0.1) !important;}”]Client: <\/span>Skellerup Rotomould<\/p>\n

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Background<\/h3><\/div><\/div>[vc_column_text css=”.vc_custom_1784533729353{padding-bottom: 30px !important;}”]Skellerup Rotomould approached Motovated Design and Analysis Ltd<\/a> to aid in the design of a multi-purpose 3500 litre water\/septic tank.<\/p>\n

The tank was to be used both above and below ground, which presented several issues with structural strength and stability. This was a challenging problem, which was solved successfully using advanced design and Finite Element techniques.[\/vc_column_text]

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Solution<\/h3><\/div><\/div>[vc_column_text css=””]Working from 2D sketches, Motovated developed a 3D model of the tank, accurately capturing the geometry of corrugations, ribs and the manhole port.<\/p>\n

A non-linear Finite Element Analysis (FEA) was completed using shell elements and quarter symmetry to avoid lengthy computation times and show the overall stress and displacement behaviour of the tank. The critical area identified was the base (Figure 2).<\/p>\n

The base & corrugations have variable section thickness due to the moulding process, and required solid elements to accurately model the stresses in these\u00a0\u00a0\u00a0 areas, as shell elements would have been inaccurate with the complex geometry involved.<\/p>\n

An axis-symmetric model was used to investigate localised areas (Figure 3) and geometry changes, including additional ribs and an inverted dome base were reviewed.<\/p>\n

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Results<\/h3><\/div><\/div>[vc_column_text css=””]The final solution used the flat base to avoid costly tooling changes, but Incorporated a unique wall section profile (due to controlling the moulding process) to provide the required support.<\/p>\n

Motovated produced manufacturing drawings for the mould, with an expansion allowance added, and ensured code compliance for the tank testing.[\/vc_column_text]

<\/div>[vc_single_image image=”8228″ img_size=”500×500″ css=””][vc_column_text css=”.vc_custom_1773733617475{padding-bottom: 30px !important;}”]Figure 2: <\/b>Shell element model <\/b><\/p>\n

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