the combination of the high-order accurate spectral difference discretization on unstructured grids with subgrid-scale modelling is investigated for large eddy simulation of a muffler at Re = 4:64 104 and M = 0:05. th...
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In this contribution, a hybrid technique is presented which combines the finite-difference time-domain (FDTD) method and the discrete Green's function (DGF) formulation of this method. FDTD is a powerful technique...
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ISBN:
(纸本)9781479924318
In this contribution, a hybrid technique is presented which combines the finite-difference time-domain (FDTD) method and the discrete Green's function (DGF) formulation of this method. FDTD is a powerful technique for the analysis of complex penetrable objects but its application is not efficient when the computational domain includes many free-space cells. therefore, the hybrid method was developed which is applicable to complex geometries comprising a wire antenna mutually coupled with an inhomogeneous dielectric scatterer. In the developed method, the antenna and the scatterer are separated using the surface equivalence theorem. then, the dielectric domain is simulated using the FDTD method whilst the wire antenna is simulated using the DGF formulation of FDTD. Obtained results demonstrate that bothmethods can be perfectly coupled without introducing any additional errors to the FDTD solution (assuming infinite numerical precision of computations).
Biocompatibility is one of the most important aspects that need to be taken into account when it comes to implantable antennas. However, very few studies have addressed the effects that biocompatibility considerations...
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Biocompatibility is one of the most important aspects that need to be taken into account when it comes to implantable antennas. However, very few studies have addressed the effects that biocompatibility considerations might have on the design and performance of implantable antennas. this study addresses the conversion of non-biocompatible implantable antennas into their biocompatible equivalents, exploring the difficulties and proposing solutions. Two methods are suggested for ensuring the biocompatibility of implantable antennas, and these are further investigated and compared. the proposed biocompatible antennas are finally evaluated within an anatomical head model for intra-cranial pressure (ICP) monitoring applications.
A full-wave method based on an integral equation formulation is proposed for computing path loss in urban areas. Unaccelerated full-wave methods potentially have massive associated computational burdens. In order to r...
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ISBN:
(纸本)9781479924318
A full-wave method based on an integral equation formulation is proposed for computing path loss in urban areas. Unaccelerated full-wave methods potentially have massive associated computational burdens. In order to reduce the computational complexity, a Hybrid Forward Backward Method (HFBM) is applied (the conventional Forward Backward Method diverges in this scenario). the numerical analysis demonstrates that the path-loss generated by a forward-scattering HFBM matches those generated by a numerically precise solution. In addition the simulation results show that the path-loss generated by the forward-scattering HFBM show better agreement withthe measurement data than those generated by the slope diffraction method (SDP) which is another vertical plane model used as the reference method in this paper.
the numerical method and the code for solution of 2D incompressible unsteady Reynolds-averaged Navier-Stokes(URANS) equations with SST κ-ω turbulent model are firstly validated for the flow past a single and two tan...
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the numerical method and the code for solution of 2D incompressible unsteady Reynolds-averaged Navier-Stokes(URANS) equations with SST κ-ω turbulent model are firstly validated for the flow past a single and two tandem square prisms. then, two rectangular prisms arranged in tandem with different spacing are investigated intensively. Results show that the flow around two tandem rectangular prisms is similar to that around two square prisms, and the aerodynamic forces also take on the similar tendency.
In the paper, two methods are introduced to calculate flutter critical wind speed (Vcrit) of Great Belt East Bridge. For the first method, by secondary development of software FLUENT, establishes two-dimensional bendi...
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In the paper, two methods are introduced to calculate flutter critical wind speed (Vcrit) of Great Belt East Bridge. For the first method, by secondary development of software FLUENT, establishes two-dimensional bending and torsional fluid-structure interaction numerical model to calculate *** to time histories of vertical displacements and torsional displacements, we can judge Vcrit. For the second method, calculate flutter derivatives by forced-motion approach. then by Scanlan's two-dimensional critical wind speed calculate theory, we can get *** results of two methods are roughly in agreement with wind tunnel *** first method we know interaction between the main beam and vortex motion is one of reasons leading to divergent vibration. By second method we can further understand coupled flutter mechanism according to flutter derivatives versus wind speed.
this paper will examine two numerical approaches to simulating the University of Birmingham non-synoptic winds simulator. Both simulations have used URANS and either DES or LES to simulate the simulator. the first cas...
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this paper will examine two numerical approaches to simulating the University of Birmingham non-synoptic winds simulator. Both simulations have used URANS and either DES or LES to simulate the simulator. the first case considers a simple domain that for the DES case uses an inlet condition which bases its turbulence generation on the value of turbulent kinetic energy found in the real world simulator. the second case uses a slightly different domain with a novel mixed synthetic boundary condition being used at the inlet. the similarities, differences, advantages and disadvantages of the two methods will be discussed.
the Yoshida-Uemori model (Y-U model) can be used with any types of yield functions. the calculated stress strain response will be, however, different depending on the function chosen and on the effective plastic strai...
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ISBN:
(纸本)9783037857199
the Yoshida-Uemori model (Y-U model) can be used with any types of yield functions. the calculated stress strain response will be, however, different depending on the function chosen and on the effective plastic strain definition. thus several modifications to the Y-U model were proposed in the 10th International conference on Technology of Plasticity [1]. It was ascertained that in the modified Y-U model, the same set of material parameters can be used with von Mises, Hill's 1948, and Hill's 1990 yield function. In this study, Yld2000-2d and Yoshida's 6th-order polynomial type 3D yield function were examined and it was clarified that the same set of Y-U parameters can be used withthese yield functions.
this general report is prepared from the selected 62 papers of 18 ICSMGE which are related to the domain of studies for ISSMGE Technical Committee TC 212 - Deep Foundations. Paper IDs 1691-3105, which are presented du...
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this general report is prepared from the selected 62 papers of 18 ICSMGE which are related to the domain of studies for ISSMGE Technical Committee TC 212 - Deep Foundations. Paper IDs 1691-3105, which are presented during two sessions of TC 212 - Deep Foundations are from 26 member societies, which include Algeria (1), Argentina (1), Australia (6), Brazil (7), Bulgaria (1), Canada (3), China (2), Finland (2), Denmark (1), Egypt (3), France (4), Germany (1), Hungary (2), India (2), Iran (1), Italy (1), Japan (4), Korea (3), Mexico (1), Netherland (1), Poland (2), Russia (2), thailand (1), UK (5), USA (4) and Vietnam (1). Value in parenthesis indicates number of papers from that particular member society. the subjects of these papers cover a variety of sub-themes like (i) foundation behaviour and performance (15), (ii) technologies for construction, rehabilitation and energy (6), (iii) analytical and numerical analyses on piles and pile-raft foundation (20), (iv) field measurements (5), (v) seismic hazard analysis (2), (vi) design methods and assessments (2), (vii) model testing, soil behaviours on soil-pile interactions (8), (viii) predictions from testing methods (4).
the Hamiltonian Particle-Mesh (HPM) method is a particle-in-cell method for compressible fluid flow with Hamiltonian structure. We present a numerical short-time study of the rate of convergence of HPM in terms of its...
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