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The first development is that a set of "link elements" are developed to link the finite difference scheme of Pan and Cocks (1995) with the finite element scheme of Pan et al. (1998) for the surface diffusion and grain-boundary migration parts of the problem respectively.
k-refined NURBS elements are developed to study thin plates.
Finite elements are developed to simulate the trucks, the road surface and the composite girder bridge itself.
Also, two thin-walled curved beam elements are developed using the third and fifth order Hermitian polynomials.
Initially, exact dynamic member stiffness matrices (exact finite elements) are developed for planar shear and torsional motion.
Numerical approaches based on quarter-point (Q-P) singular finite elements are developed for stress intensity factor calculations.
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Some elements were developed independently before installation.
on average, he recalls that 90percentt of new elements were developed and used just one time.
Isogeometric elements were developed to unify the representation of geometry and of engineering analysis.
A high durability design for QMG current limiting elements was developed by reinforcement using metal bypasses.
A method for suppressing the acoustic radiation of flexible coupler link with piezoelectric elements is developed.
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