Issue 61

Y. Hadidane et alii, Frattura ed Integrità Strutturale, 61 (2022) 69-88; DOI: 10.3221/IGF-ESIS.61.05

Eurocode 3 gives a moment state similar to the experimental and numerical modes and the notion of the cross section is important. Therefore, it can be seen that the failure modes of the beams tested in the FE models were similar with the results of the experimental tests, which allowed us to trust the developed numerical model.

Figure 21: Stress distribution and deformations in bi-delta beam.

Figure 22: Stress distribution and deformations in delta beam.

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