Issue 57

M. T. Nawar et alii, Frattura ed Integrità Strutturale, 57 (2021) 259-280; DOI: 10.3221/IGF-ESIS.57.19

Mechanical properties

Longitudinal Rein.

Stirrups

Elastic modulus (GPa)

210

205

Poisson´s ratio

0.3

Density ( t/m 3 )

7.85

Yield stress (MPa)

604

501

Ultimate stress (MPa)

703

597

Table 6: Material properties of reinforcing steel for the FE model.

Mechanical properties

Static

Dynamic*

Elastic modulus (GPa)

34.5

46

Poisson´s ratio

0.2

Density ( t/m 3 )

2.40

Compressive cylinder strength (MPa)

44.5

56.5

Tensile strength (MPa)

4.1

6.0

* Strain rate ≈ 1 (1/sec)

Table 7: Static and dynamic properties of concrete material for the FE model

Figure 15: Input compressive stress-inelastic strain curves for concrete under different strain rates.

Verification results of the tested beam (B40-D4) The results were compared with the calculated deflection and dynamic reaction force time histories obtained from the experimental test to determine the FE model's confidence. As previously stated, due to the simplification of support modeling, the structure's response is only accurate up to the rebound stage. Ductile failure occurred, and the steel reinforcement stress reached yielding stress first then the concrete crushes at the compression zone as illustrated by concrete compressive stress contours in Fig. 16. Fig. 17shows the concrete strain contours.

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