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A novel multi-fiber Timoshenko beam finite element formulation with embedded discontinuities to describe reinforced concrete failure under static loadings

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Academic year: 2021

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Figure 2: (a) Continuous model ; (b) Discontinuous model
Figure 3: Elasto-plastic model with continuous softening
Figure 5: Strain at fiber level : Elasto-plastic model with continuous softening 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 100.0020.0040.0060.0080.010.0120.014Beam length
Figure 9: Global response of the enhanced multi-fiber re- re-inforced concrete beam

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