Numerical Study On Impulsive Local Damage Of Reinforced Concrete Structures By A Sophisticated Constitutive And Failure Model
Price
Free (open access)
Transaction
Volume
48
Pages
10
Published
2000
Size
1,111 kb
Paper DOI
10.2495/SU000521
Copyright
WIT Press
Author(s)
M. Itoh, M. Katayama, S. Mitake, N. Niwa, M. Beppir & N. Ishikawa
Abstract
This study offers a new constitutive and failure model for the concrete which covers a wide range of the impact phenomena. The authors extended the static non-uniform hardening plasticity model developed by Han and Chen, mainly to the high strain rate region. The model, called 'Dynamic Drucker-Prager CAP Model', was implemented in a hydrocode AUTODYN™ through the subroutines which are open to the user. Then, a number of numerical analyses were carried out by using the material model, which simulate the impact tests on reinforced concrete structures by the aircraft. In the experiment, the engine was modeled by a rigid or a d
Keywords