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Performance of shell elements

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Tunnel lining can be modelled as a beam in PLAXIS 2D and as a plate in PLAXIS 3D. By using this element, 3 types of deformations are taken into account: shear deformation, compression due to normal forces and obviously bending. This document describes an example that has been used to verify the shell elements in PLAXIS.

Used version:

  • PLAXIS 2D - Version 2011
  • PLAXIS 3D - Version 2012

Downloads

Validation-Performance of shell elements [2015].pdfValidation description, version: PLAXIS 2D 2015 and PLAXIS 3D AEpdf| 3.66 MB
Validation-Performance of shell elements [2D 2015.02].p2dxlogCommand log file for PLAXIS 2D 2015 to create the model. Use 'Save as' and load it in the Commands Runnerother| 9.19 KB
Validation-Performance of shell elements [3D AE.01].p3dlogCommand log file for PLAXIS 3D AE to create the model. Use 'Save as' and load it in the Commands Runnerother| 10.95 KB

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