2. Reference solution

This test validates non-regression.

For B to D models, the results are also compared with the experimental results from [1] and [2].

2.1. Bibliographical references

[1] Pera, J. (1973). “Reinforced concrete redundant beams. Theoretical and experimental analysis”. Thesis by a doctor-engineer, INSA Lyon.

[2] GHAVAMIAN Sh., DELAPLACE A., Concrete Crack Models (Project MECA). French journal of civil engineering, volume 7 — n°5/2003.