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We discuss how to combine a front tracking method with dimensional splitting to solve systems of conservation laws numerically in two space dimensions.
The analytical model was built by combining an optimal design method with dimensional analysis, which was recently developed, and the thermal isolation method in order to optimize the thermoelectric parameters (i.e., electrical current supplied and the number of thermocouples or the geometric factor, simultaneously).
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In this study, a prediction method with three dimensional surface information of the ship is presented.
We derive our method for general deforming surfaces, and verify the method with two-dimensional test problems of geometrically nonlinear flags undergoing large amplitude flapping behavior.
To simulate ocean states, land-surface conditions, and river runoff, a coupled land-sea model (Figure 5) was generated using a three-step nesting method with four-dimensional variational data assimilation.
As a new type of electrodes engineering method with three-dimensional (3D) architecture for 3D rechargeable lithium ion batteries, an electrospinning has been successfully employed to prepare 3D net architectures of anatase TiO2 and spinel Li4Ti5O12 nanofibers.
This work contributes to the knowledge advancement in the development of small-scale nitrogen expander working in hybrid open-closed Rankine cycle by integrating the mean-line method with three-dimensional CFD simulation to develop three expander configurations single-stage, repeated two stages, and non-repeated two stages.
Numerical examples concerning the static and free vibration problems of symmetric and antisymmetric cross-ply/angle-ply laminated composite plates are displayed to elaborate the validity and high accuracy of the proposed wavelet-based method with three-dimensional elasticity and other referential results available in literatures.
Then the satisfier function in Ritz Galerkin method with the two-dimensional BWs basis was successfully applied to solve the second-order time FDWE.
An immersed thick boundary method is used, combining the immersed boundary method with a three-dimensional modeling of the structural part.
We then build the SFVE method with a non-dimensional real and two Gaussian quadratures of the 2D nonlinear incompressible viscoelastic flow equation and analyze the existence, stability, and error estimates of the SFVE solutions by means of the SMFE method in Section 3.
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