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To implement the FE algorithm, two two-dimensional (2D) elements and one three-dimensional (3D) element are developed, which are validated by some analytical solutions, such as free swelling of gels in 2D and 3D cases, squeezing a swollen gel with uniform pressure and the constrained swelling of a single-layer and a core shell gel ring.
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A model based in finite element was developed.
A new three-dimensional quadratic interface finite element is developed.
An eight-node shell damping finite element is developed.
An interfacial layer element is developed for finite element analysis of engineering structures with interfaces/joints.
A new equivalent joint element is developed to improve the representativeness of an airframe crash simulation.
A Kirchhoff Love shell element is developed on the basis of the isogeometric approach [16].
A new circular internal element is developed to simulate the true geometric modeling of piles.
A computational method for calculating the nonlinear wave forces of the submerged tunnel element is developed.
A robust elasto-plastic element is developed for analysis of frame structures.
For this analysis a semi-discrete element was developed for the delaminated plate portions.
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