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POLAND UNITED KINGDOM Tank and Silo Design as per ...

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POLAND pl. Staszica 7/1 50-223 Wrocław tel. +48 71 780 42 49 www: rea.support Tank and Silo Design as per Eurocodes UNITED KINGDOM 621,623,627 George Street Aberdeen, Scotland tel. +44 1224 627200 UK Local Contact Tekla Structures model Reference Eurocodes list (excerpt): EN 1990 – Basis of structural design EN 1991 – Actions on structures Part 1-4: Wind actions Part 4: Silos and tanks EN 1993 – Design of steel structures Part 1-4: Supplementary rules for stainless steel Part 1-6: Strength and stability of shell structures Part 1-8: Design of joints Part 4-1: Silos Part 4-2: Tanks Project Details Stainless steel tank and silo design in compliance with Eurocodes c/w British National Annexes, using Robot Structural Analysis, Compress and Ansys software for calculations and Tekla Structures for modelling and drafting. Two raw material silos and two oil tanks made of stainless steel 1.4404 (316L) located in Scotland. Silo – volume 200 m 3 and scantlings H x D = 10 x 5 m Tank – volume 150 m 3 and scantlings H x D = 12 x 4 m
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Page 1: POLAND UNITED KINGDOM Tank and Silo Design as per ...

POLAND pl. Staszica 7/1 50-223 Wrocław tel. +48 71 780 42 49 www: rea.support

Tank and Silo Design as per Eurocodes

UNITED KINGDOM 621,623,627 George Street Aberdeen, Scotland tel. +44 1224 627200 UK Local Contact

Tekla Structures model

Reference Eurocodes list (excerpt): EN 1990 – Basis of structural design EN 1991 – Actions on structures Part 1-4: Wind actions Part 4: Silos and tanks EN 1993 – Design of steel structures

Part 1-4: Supplementary rules for stainless steel Part 1-6: Strength and stability of shell structures Part 1-8: Design of joints

Part 4-1: Silos Part 4-2: Tanks

Project Details

Stainless steel tank and silo design in compliance with Eurocodes c/w British National Annexes, using Robot Structural Analysis, Compress and Ansys software for calculations and Tekla Structures for modelling and drafting.

Two raw material silos and two oil tanks made of stainless steel 1.4404 (316L) located in Scotland.

Silo – volume 200 m3 and scantlings H x D = 10 x 5 m Tank – volume 150 m3 and scantlings H x D = 12 x 4 m

Page 2: POLAND UNITED KINGDOM Tank and Silo Design as per ...

Tekla Structures Detailed 3D geometry model c/w bolted

and welded connections 2D drawings output for shop use Erection drawings for site installation Definition of fabrication parts and erection

assemblies with unique number marks Material & bolt lists BIM model information exchange based

on IFC format

Robot Structural Analysis 3D calculation panel-bar model Wind loads with the use of wind simulation Combinations as per Eurocodes

requirements Results verification to code Deformation, stresses and member code

check as per Eurocode Lifting analysis & lifting lug design Calculations reporting

Ansys Full 3D calculation panel model Elastic-plastic model of material Stress analysis (LA) Buckling analysis (LBA) Materially non-linear analysis (MNA) Geometrically and materially non-linear

analysis with imperfections (GMNIA) Refinement of local detailing based on

above analyses

POLAND pl. Staszica 7/1 50-223 Wrocław tel. +48 71 780 42 49 www: rea.support

Tank and Silo Design as per Eurocodes

UNITED KINGDOM 621,623,627 George Street Aberdeen, Scotland tel. +44 1224 627200 UK Local Contact

One silo, three types of software

Page 3: POLAND UNITED KINGDOM Tank and Silo Design as per ...

POLAND pl. Staszica 7/1 50-223 Wrocław tel. +48 71 780 42 49 www: rea.support

UNITED KINGDOM 621,623,627 George Street Aberdeen, Scotland tel. +44 1224 627200 UK Local Contact

Wind simulation – single silo Hydrostatic and internal pressure

Tank and Silo Design as per Eurocodes

Wind simulation – silo in group

Discharge pressures Filling loads Snow loads

Tank/silo specific loads

Page 4: POLAND UNITED KINGDOM Tank and Silo Design as per ...

POLAND pl. Staszica 7/1 50-223 Wrocław tel. +48 71 780 42 49 www: rea.support

Tank and Silo Design as per Eurocodes

UNITED KINGDOM 621,623,627 George Street Aberdeen, Scotland tel. +44 1224 627200 UK Local Contact

Deformation plots Equivalent stress plots

Map with bars ratio

Buckling models

Analyses results


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