Strut-and-Tie Model Reinforced Concrete

The “Strut-and-Tie Model Reinforced Concrete” program generates stiffness-optimized strut-and-tie models of a given component geometry and load for the design of reinforced concrete components. Right-angled structures with any number of re-entrant corners as well as recesses can be analyzed. If necessary, the optimized model can be customized. The required reinforced concrete verifications for strut-and-tie models are performed afterwards.

To the editions

Only available in FRILO Professional und FRILO Ultimate

Performance characteristics

System
  • Entry of right-angled structures
  • Thin plates (walls) with openings
  • Most variable concentrated supports with rigid or free supporting conditions
Loading
  • Vertical and horizontal loads from concentrated loads
  • Internal conversion of line loads and trapezoidal loads into resulting concentrated loads
Material
  • Concrete of the strength classes C12/15 to C100/115
  • Concrete and reinforcing steel with user defined parameters
  • Reinforcing steel of the steel grades B500A, B500B and BSt 420 S(A) in combination with the German NA (corresponding qualities for all other available NAs)
Output profiles
  • Short
  • Detailed
  • Custom
File Formats
  • PDF
  • Word
  • Printer
Import options

FRILO XML

Export options
  • Word
  • PDF
  • FRILO XML
Reinforced Concrete
  • DIN EN 1992
  • Ă–NORM EN 1992
  • BS EN 1992
  • NEN EN 1992
  • NBN EN 1992
  • PN EN 1992
  • CSN EN 1992
  • NF EN 1992
Basis of analysis

The basis of the analysis is a topology optimisation algorithm based on the so-called ground structure method. This method consists in finding a maximally stiff frame with as few members as possible.

Verification and quality criteria

Verification of the following quality criteria in the determination process of the strut-and-tie model:

  • Crossing compression struts – in this case the strut-and-tie model becomes invalid
  • Verification of acute angles between compression and tension struts according to the strut-and-tie modelling theory by Schlaich/Schäfer
Editing
  • Add/remove bars
  • Move nodes
  • Adjust mesh fineness for additional nodes
Design
  • Verification of compression struts
  • Verification of tension struts with reinforcement selection
  • Verification of compression at load bearing supports and under load plates
  • Transverse tension verification
  • Verification of nodes (general procedure according to Prof. Mike Schlaich’s dissertation)

Support resources

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