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This paper presents a family of beam higher-orders finite elements based on a hierarchical one-dimensional unified formulation for a free vibration analysis of three-dimensional sandwich structures.
Each landscape can be segmented into different landform elements based on a digital elevation model.
This paper presents numerical modeling of the bond behavior in FRP-strengthened masonry components using interface elements, based on a recent testing program at the University of Minho.
Vibration characteristics and supersonic flutter of cylindrical laminated panels subjected to thermal loads were investigated by using geometrically nonlinear finite elements based on a layerwise theory.
Quantum process tomography (QPT) is a technique whose goal is that of obtaining the time-evolution of all the density matrix elements based on a designed set of experiments with different preparation and measurements.
A method was developed to improve the design of locking implants by finding the optimal paths for the anchoring elements, based on a high resolution pQCT assessment of local bone mineral density (BMD) distribution and bone micro-architecture (BMA).
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On the other hand, the h-adaptive finite element method improves the accuracy of the solution by gradually decreasing the size of the elements based on an error assessment method.
To facilitate this, a parametrization of the element factor based on a truncated Fourier series is proposed.
Third strategy (multiple items) associates one or more items to each element based on a parameterized threshold.
A finite element based on a cohesive zone approach is developed.
A nonlinear three-dimensional finite beam element based on a Hu Washizu variational formulation is presented.
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