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The immersed boundary method, which is a general numerical method for modelling an elastic material immersed in a viscous incompressible fluid [ 89], was used to calculate the fluid-structure interactions produced in response to incoming sound waves.
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In the numerical analysis, steel superstructure is modeled as a three-dimensional elastoplastic beam element, while concrete substructure is modeled as an elastic element.
Even though the fibers are modeled as tension-only elements, the saturant which represents the base element can be modeled as an elastic element with isotropic properties.
The soil is modelled as an elastic perfectly plastic material.
In the Chaco Basin case, the observed basin geometry is well modeled using an elastic beam with uniform rigidity.
Outside the plastic hinge region, the beam is modeled using an elastic beam element.
The structure is modeled as an elastic, ideally plastic liner-reinforced with a quasi-isotropic elastic composite.
The adhesive, in this work, is modelled as an elastic isotropic material implemented in Abaqus 6.9−1.
The cracked section of the arch is modeled with an elastic spring.
The interior of the ground is modelled as an elastic half-space.
The ceramic is assumed to behave linearly elastic, whereas the metal is modeled as an elastic – linear hardening material.
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