Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/11472
Title: Constitutive equation determination and dynamic numerical modelling of the compression deformation of concrete
Authors: Seven, Semih Berk
Çankaya, M. Alper
Uysal, Çetin
Taşdemirci, Alper
Saatci, Selçuk
Güden, Mustafa
Keywords: Concretes
LS-DYNA
Pulse shaper
Quartz crystal
Split Hopkinson Pressure Bar
Issue Date: 2021
Publisher: Wiley
Abstract: The dynamic compression deformation of an in-house cast concrete (average aggregate size of 2-2.5 mm) was modelled using the finite element (FE), element-free Galerkin (EFG) and smooth particle Galerkin (SPG) methods to determine their capabilities of capturing the dynamic deformation. The numerical results were validated with those of the experimental split Hopkinson pressure bar tests. Both EFG and FE methods overestimated the failure stress and strain values, while the SPG method underestimated the peak stress. SPG showed similar load capacity profile with the experiment. At initial stages of the loading, all methods present similar behaviour. Nonetheless, as the loading continues, the SPG method predicts closer agreement of deformation profile and force histories. The increase in strength at high strain rate was due to both the rate sensitivity and lateral inertia caused by the confinement effect. The inertia effect of the material especially is effective at lower strain values and the strain rate sensitivity of the concrete becomes significant at higher strain values.
URI: https://doi.org/10.1111/str.12377
https://hdl.handle.net/11147/11472
ISSN: 0039-2103
1475-1305
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Mechanical Engineering / Makina Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

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