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Rigid Circular sentence examples within vortex induced vibration

vortex induced vibration

The effect of structural nonlinearity on vortex-induced vibration of a rigid circular cylinder has been studied computationally for a fixed mass ratio of m ∗ = 2.

Vortex-induced vibration of a circular cylinder on a nonlinear viscoelastic support

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Rigid Circular sentence examples within Sufficiently Rigid Circular

Sufficiently Rigid Circular

Technological processes of layer-by-layer manufacturing of cylindrical products by the method of power winding of a thin tape on a sufficiently rigid circular base are considered.

An Example of Controlling the Obtained Characteristics of Technological Stress Distributions in a Layer-By-Layer Manufactured Product, Based on a Model of Additive Process Mechanics

Sufficiently Rigid Circular

A mathematical model of quasi-statics of accreted deformable solids is proposed for the mechanical analysis of technological processes of slow multilayer power winding of a thin sheet onto the outer side surface of a sufficiently rigid circular mould made in advance.

Examples of controlling the technological stress state characteristics of layer-by-layer manufactured products in the framework of the accreted solid model

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Rigid Circular sentence examples within rigid circular cylinder

rigid circular cylinder

The effect of structural nonlinearity on vortex-induced vibration of a rigid circular cylinder has been studied computationally for a fixed mass ratio of m ∗ = 2.

Vortex-induced vibration of a circular cylinder on a nonlinear viscoelastic support

rigid circular cylinder

The effect of ambient turbulence intensity on the flow induced oscillations of rigid circular cylinders with symmetric and asymmetric local turbulence stimulation is studied.

Influence of turbulence intensity on vortex pattern for a rigid cylinder with turbulence stimulation in flow induced oscillations

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Rigid Circular sentence examples within rigid circular plate

rigid circular plate

This article presents a model of the response of rigid circular plates supported by embedded elastic pile foundations under time-harmonic torsional excitation.

A model of the time-harmonic torsional response of piled plates using an IBEM-FEM coupling

rigid circular plate

The source of the loading is the rigid circular plate, which is joined with one of the cylinder ends and loaded by the time-dependent torque.

Stress State in a Finite Cylinder with Outer Ring-Shaped Crack at Non-stationary Torsion

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Rigid Circular sentence examples within rigid circular foundation

rigid circular foundation

A set of numerical results are presented to portray the effects of anisotropic and poroelastic properties, hydraulic boundary conditions, soil heterogeneity, and frequency of excitation on vertical dynamic response of rigid circular foundations.

Vertical Dynamic Response of Rigid Circular Foundation in Multilayered Transversely Isotropic Poroelastic Half-Space

rigid circular foundation

In this paper, a rigid circular foundation with diameter of 150 mm is subjected to two modes of vibration each mode applies with two frequencies.

Contact pressure distribution under circular shallow foundation subjected to vertical and rocking vibration modes

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Rigid Circular sentence examples within rigid circular cylindrical

rigid circular cylindrical

A lumped parameter model for liquid sloshing in a rigid circular cylindrical tank with multiple rigid baffles under horizontal excitation is developed to represent continuous fluid.

Lumped Parameter Model for Liquid Sloshing in a Cylindrical Tank Equipped with Multiple Annular Baffles

rigid circular cylindrical

The lateral response of a single degree of freedom structural system containing a rigid circular cylindrical liquid tank under harmonic and earthquake excitations at a 1:2 autoparametric resonance case is considered.

On nonlinear perturbation analysis of a structure carrying a circular cylindrical liquid tank under horizontal excitation

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Rigid Circular sentence examples within rigid circular disc

rigid circular disc

A new semi-analytical method is developed for solving the coupled horizontal and rocking vibrations of a rigid circular disc on the surface of a transversely isotropic multilayered half-space with imperfect interfaces.

Coupled horizontal and rocking vibrations of a rigid circular disc on a transversely isotropic and layered half-space with imperfect interfaces

rigid circular disc

In this paper, we present a fundamental solution to the mixed boundary-value problem of vertical and torsional vibrations of a rigid circular disc embedded in a transversely isotropic multilayered half-space.

Vertical and torsional vibrations of an embedded rigid circular disc in a transversely isotropic multilayered half-space

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Rigid Circular sentence examples within rigid circular inclusion

rigid circular inclusion

Moreover, we demonstrate that the buckling behavior can be further controlled by the placement of the rigid circular inclusions in the rotation centers of order 6.

The Emergence of Sequential Buckling in Reconfigurable Hexagonal Networks Embedded into Soft Matrix

rigid circular inclusion

The full formulation is detailed and the approach is successfully validate for a homogeneous poro-elastic material and a more complex periodic system containing periodic perfectly rigid circular inclusions.

Formulation and validation of the shift cell technique for acoustic applications of poro-elastic materials described by the Biot theory

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10.3390/ma14082038

Moreover, we demonstrate that the buckling behavior can be further controlled by the placement of the rigid circular inclusions in the rotation centers of order 6.

The Emergence of Sequential Buckling in Reconfigurable Hexagonal Networks Embedded into Soft Matrix

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10.1088/1755-1315/861/2/022051

Presently, no unified analytical solution exists for characterizing time-dependent displacements of flexible and rigid circular bearing plate tests.

Research on unified analytical solution and corresponding time-effect deformation characteristics of rock mass viscoelastic deformation under rigid and flexible bearing plate tests

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10.1109/IJCNN52387.2021.9533844

Moreover, in order to speed up the switch between the collecting and driving actions, the aggregation level of the sheep flock will be measured in terms of an elastic circular sector centered at the destination, rather than a rigid circular surrounding the sheep flock.

Improving shepherding tasks through destination-orientated actions

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10.1142/S0219455421501248

A set of numerical results are presented to portray the effects of anisotropic and poroelastic properties, hydraulic boundary conditions, soil heterogeneity, and frequency of excitation on vertical dynamic response of rigid circular foundations.

Vertical Dynamic Response of Rigid Circular Foundation in Multilayered Transversely Isotropic Poroelastic Half-Space

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10.1061/(ASCE)ST.1943-541X.0002972

A lumped parameter model for liquid sloshing in a rigid circular cylindrical tank with multiple rigid baffles under horizontal excitation is developed to represent continuous fluid.

Lumped Parameter Model for Liquid Sloshing in a Cylindrical Tank Equipped with Multiple Annular Baffles

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10.13111/2066-8201.2021.13.2.15

A conical elastomeric actuation configuration has been proposed, consisting of a VHB4910 dielectric membrane preloaded with a spring mechanism and constrained to a rigid circular ring.

Development of dielectric elastomeric actuators for morphing wings

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10.1016/J.OCEANENG.2021.109349

The effect of ambient turbulence intensity on the flow induced oscillations of rigid circular cylinders with symmetric and asymmetric local turbulence stimulation is studied.

Influence of turbulence intensity on vortex pattern for a rigid cylinder with turbulence stimulation in flow induced oscillations

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10.1080/17455030.2021.1948630

The structures are made of a distribution of rigid circular cross-sectional cylinders embedded in air.

Stealth and equiluminous materials for scattering cancellation and wave diffusion

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10.1016/J.ENGANABOUND.2021.01.010

This article presents a model of the response of rigid circular plates supported by embedded elastic pile foundations under time-harmonic torsional excitation.

A model of the time-harmonic torsional response of piled plates using an IBEM-FEM coupling

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What is/are Rigid Circular?

Rigid Circular - Moreover, we demonstrate that the buckling behavior can be further controlled by the placement of the rigid circular inclusions in the rotation centers of order 6. [1] Presently, no unified analytical solution exists for characterizing time-dependent displacements of flexible and rigid circular bearing plate tests. [2] Moreover, in order to speed up the switch between the collecting and driving actions, the aggregation level of the sheep flock will be measured in terms of an elastic circular sector centered at the destination, rather than a rigid circular surrounding the sheep flock. [3] A set of numerical results are presented to portray the effects of anisotropic and poroelastic properties, hydraulic boundary conditions, soil heterogeneity, and frequency of excitation on vertical dynamic response of rigid circular foundations. [4] A lumped parameter model for liquid sloshing in a rigid circular cylindrical tank with multiple rigid baffles under horizontal excitation is developed to represent continuous fluid. [5] A conical elastomeric actuation configuration has been proposed, consisting of a VHB4910 dielectric membrane preloaded with a spring mechanism and constrained to a rigid circular ring. [6] The effect of ambient turbulence intensity on the flow induced oscillations of rigid circular cylinders with symmetric and asymmetric local turbulence stimulation is studied. [7] The structures are made of a distribution of rigid circular cross-sectional cylinders embedded in air. [8] This article presents a model of the response of rigid circular plates supported by embedded elastic pile foundations under time-harmonic torsional excitation. [9]

vortex induced vibration

The effect of structural nonlinearity on vortex-induced vibration of a rigid circular cylinder has been studied computationally for a fixed mass ratio of m ∗ = 2. [1]

Sufficiently Rigid Circular

Technological processes of layer-by-layer manufacturing of cylindrical products by the method of power winding of a thin tape on a sufficiently rigid circular base are considered. [1] A mathematical model of quasi-statics of accreted deformable solids is proposed for the mechanical analysis of technological processes of slow multilayer power winding of a thin sheet onto the outer side surface of a sufficiently rigid circular mould made in advance. [2]

rigid circular cylinder

The effect of structural nonlinearity on vortex-induced vibration of a rigid circular cylinder has been studied computationally for a fixed mass ratio of m ∗ = 2. [1] The effect of ambient turbulence intensity on the flow induced oscillations of rigid circular cylinders with symmetric and asymmetric local turbulence stimulation is studied. [2] The flow over fixed, hollow, rigid circular cylinders with and without two series of equally spaced holes of equal diameter (0. [3] In this paper we investigate the effect of an inhomogeneous and unsteady velocity field incident on an array of rigid circular cylinders arranged within a circular perimeter (diameter ) of varying solid fraction , where the unsteady flow is generated by placing a cylinder (diameter ) upwind of the array. [4] A series of wind tunnel experiments were performed using rigid circular cylinder models. [5] A more complex violent flow with moving boundary, water entry of rigid circular cylinder, is also simulated. [6] The drag and lift components are calculated from laboratory measurements of the components of the hydrodynamic force in the streamwise and cross-stream directions combined with simultaneous measurements of the displacement of an elastically mounted rigid circular cylinder undergoing vortex-induced vibration. [7] VIV characteristics of a rigid circular cylinder in oscillatory flow have been studied detailedly by Williamson (1985) and Sarpkaya (1986). [8] The proposed method is based on the mechanics of the vortex-induced vibration of a rigid circular cylinder and a nonlinear filtering theory (unscented Kalman filter). [9]

rigid circular plate

This article presents a model of the response of rigid circular plates supported by embedded elastic pile foundations under time-harmonic torsional excitation. [1] The source of the loading is the rigid circular plate, which is joined with one of the cylinder ends and loaded by the time-dependent torque. [2] The raft is modeled as a rigid circular plate bonded to the surface of the soil, and the pile is an elastic body embedded in the soil. [3] Compared with the previous model and FEM simulation, for rigid circular plate, the modified model is less accurate than the previous model. [4]

rigid circular foundation

A set of numerical results are presented to portray the effects of anisotropic and poroelastic properties, hydraulic boundary conditions, soil heterogeneity, and frequency of excitation on vertical dynamic response of rigid circular foundations. [1] In this paper, a rigid circular foundation with diameter of 150 mm is subjected to two modes of vibration each mode applies with two frequencies. [2] This paper aims to simplify a new frequency-independent model to calculate vertical vibration of rigid circular foundation resting on homogenous half-space and subjected to vertical harmonic excitation is presented in this paper. [3]

rigid circular cylindrical

A lumped parameter model for liquid sloshing in a rigid circular cylindrical tank with multiple rigid baffles under horizontal excitation is developed to represent continuous fluid. [1] The lateral response of a single degree of freedom structural system containing a rigid circular cylindrical liquid tank under harmonic and earthquake excitations at a 1:2 autoparametric resonance case is considered. [2] A rigid circular cylindrical mass-damper-spring oscillator system is investigated in regular waves and uniform flow to determine the response characteristics in the frequency domain. [3]

rigid circular disc

A new semi-analytical method is developed for solving the coupled horizontal and rocking vibrations of a rigid circular disc on the surface of a transversely isotropic multilayered half-space with imperfect interfaces. [1] In this paper, we present a fundamental solution to the mixed boundary-value problem of vertical and torsional vibrations of a rigid circular disc embedded in a transversely isotropic multilayered half-space. [2] This paper presents a rigorous investigation for a two-layered linear elastic half-space containing a cylindrical elastic inhomogeneity with length equal to the thickness of the top layer undergoing forced torsional rotation applied on a rigid circular disc with the same radius as the cylinder, which is welded on the top of the cylinder. [3]

rigid circular inclusion

Moreover, we demonstrate that the buckling behavior can be further controlled by the placement of the rigid circular inclusions in the rotation centers of order 6. [1] The full formulation is detailed and the approach is successfully validate for a homogeneous poro-elastic material and a more complex periodic system containing periodic perfectly rigid circular inclusions. [2]