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Support CenterKnowledge Base ArticlesAn improved model of contacts
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An improved model of contacts
SteelConnection designKnowledge baseConnectionAISC (USA)

An improved model of contacts

This article is also available in
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The analysis model contains several nonlinearities, among them contacts between plates. The contacts are very strong in compression and extremely weak in tension. 

However, some stiffness is necessary even in tension to ensure the numerical stability of the model. There were several very rare cases with a large contact area and a large deformation in tension where the tension in contacts consumed a significant portion of set loading. 

An improved model of contacts

The contact model was improved to maintain the stability of the numerical analysis and limit tensile force in contact to a negligible level.

An improved model of contacts

Available in Expert and Enhanced edition.

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Release notes IDEA StatiCa Steel 20.1
  • Steel
  • Connection
  • Member
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  • IDEA Open Model (API)
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  • EN (Eurocode)
  • BIM link
  • Advance Steel
  • Tekla Structures
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  • +21
  • Steel
  • Connection
  • Member
  • Checkbot
  • IDEA Open Model (API)
  • AISC (USA)
  • EN (Eurocode)
  • BIM link
  • Advance Steel
  • Tekla Structures
  • SAP2000
  • SCIA Engineer
  • STAAD.Pro
  • Revit
  • Robot Structural Analysis
  • Advance Design
  • AxisVM
  • ETABS
  • midas Civil + Gen
  • RFEM
  • RSTAB

Release notes

Release notes IDEA StatiCa Steel 20.1

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