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The results of this numerical study are beneficial to understand the mechanical behaviour of the material interface and design the hybrid FRP reinforced concrete structures.
They include several 1D and 2D gas water flow problems, involving a large density gradient at the material interface and strong shock-interface interactions.
The new formulations use the classical cubic splines both to represent material interface and to act as shape functions for the migration velocity of the interface.
The symmetric material distribution is defined to be C0 continuous at the material interface and thereby yields a more accurate description for symmetric BDFG beam types.
Three axisymmetric models are presented: (1) convex and concave surfaces with material uniformity, (2) a flat surface with a lateral-graded material interface, and (3) convex and concave surfaces with a laterally-graded material interface.
The integration scheme requires the material-based limiters to correctly model wave reflection and transmission at a material interface and to enable the numerical solution to be advanced at the maximum timestep prescribed by linear stability analysis.
Similar(48)
The geometry of material interfaces and cracks is described by the LSM.
This enables modeling of possible separation of material interfaces, and thus provides a more realistic model of multi-material structures.
The mechanical modeling of material interfaces and interfacial cracks is accomplished by the extended finite-element method (X-FEM).
This was accomplished through performing a series of laboratory tests on a selection of sand continuum material interfaces and through discrete element modeling of particulate continuum interfaces.
The present contribution aims at a detailed geometric modeling of multi-phase materials, as well as at a local mechanical modeling of material interfaces and interfacial failure.
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