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An interaction diagram for reinforced concrete sections according to Eurocode 2 (EN1992-1-1)

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Interaction Diagram according to Eurocode 2

The source code for an interaction diagram for reinforced concrete sections according to EN 1992-1-1 is presented in this repository.

Works with Python > 3.5

Main_Screen

👉 View the Dash App

How does it work?

  • Either open up your Excel and type your (characteristical) normal force (n) and moment values (m) as shown below (they can be unlimited):
    Attention: Your file format should be .xlsx
    Excel
    Feed this file to the dashed region per drag & drop
  • or feed a raw ZSoil .csv file per drag & drop to the dashed region

Limiting Capacity

The limit of the capacity can also be activated using the radio buttons left below the screen.
See minimum eccentricity e0=h/30 > 20mm EN1992-1-1 §6.1 (4)

CULT-I

The concept CULT-I (Index for capacity utilization of linings in tunnels) is introduced in the following scientific paper:
      Published in: Geomechanics and Tunnelling 9 (2016), No.2
      Title: Performance indicator of tunnel linings under geotechnical uncertainty
      Authors: Spyridis, Panagiotis; Konstantis, Spyridon; Gakis, Angelos

CULT-I is calculated using the following formula:
0 meaning totally utilized, 1 meaning no utilization at all!
CULT-I_Formula

where
CULT-I

License

This project is licensed under the MIT License - see the License for details

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An interaction diagram for reinforced concrete sections according to Eurocode 2 (EN1992-1-1)

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