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An explicit numerical scheme for incompressible fluid using Smoothed Particle Hydrodynamics (EISPH) was employed and solved using two integration algorithms.
Detailed chemistry for a DME/air mixture with NOx addition is employed and solved by a hybrid multi-time scale (HMTS) algorithm.
Von Kármán-Donnell type non-linear partial differential equations of motion are employed and solved by using finite difference and Houbolt time marching techniques.
For this problem, the governing equations of three-dimensional linear elasticity are employed and solved by using a new iterative approach which, in practice, leads to the prediction of the exact frequencies of vibration.
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Oyster shell is used to partially replace steel fly ash in the mixture of harbor sediment and steel fly ash for preparing lightweight aggregates, aiming to both prepare LWAs at temperatures lower than what usually employed and solve the disposal problem of oyster shell.
A boundary value problem is formulated with respect to a warping function and solved employing a pure BEM approach requiring only a boundary discretization.
These are expressed in terms of primitive variables and solved employing the ideas behind the GENSMAC methodology (Tomé and McKee, 1994; Tomé et al., 2002) [38], [41].
Three boundary value problems with respect to the variable along the bar angle of twist and to the primary and secondary warping functions are formulated and solved employing a pure BEM approach, that is only boundary discretization is used.
Ten one-dimensional boundary value problems are described by second-order differential equations and solved employing the Analog Equation Method (AEM), a boundary element based method, using either constant or quadratic elements for the representation of the adopted fictitious loads.
Two boundary value problems that take into account the effect of Poisson's ratio are formulated with respect to stress functions and solved employing a pure BEM approach, that is only boundary discretization is used.
Eight boundary value problems with respect to the variable along the bar angle of twist, to the primary warping function, to a fictitious function, to the beam transverse and longitudinal displacements and to two stress functions are formulated and solved employing a pure BEM approach that is only boundary discretization is used.
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