8.5 Numerical Simulation
265
Fig. 8.24 Drop-hammer impact test setup, reprinted from Wu et al. (2019), copyright 2020, with
permission from Elsevier
Fig. 8.25 Section details of impact test program (unit: mm), reprinted from Wu et al. (2019),
copyright 2020, with permission from Elsevier
responses of UHPFRC beams are predicted fairly well by using the calibrated K&C
model parameters, especially in terms of maximum deflections. Also. It should be
pointed out that, the time instant when the UHPFRC beams begin to deform obtained
numerically are slightly slower than the test data.
265
Fig. 8.24 Drop-hammer impact test setup, reprinted from Wu et al. (2019), copyright 2020, with
permission from Elsevier
Fig. 8.25 Section details of impact test program (unit: mm), reprinted from Wu et al. (2019),
copyright 2020, with permission from Elsevier
responses of UHPFRC beams are predicted fairly well by using the calibrated K&C
model parameters, especially in terms of maximum deflections. Also. It should be
pointed out that, the time instant when the UHPFRC beams begin to deform obtained
numerically are slightly slower than the test data.