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To verify the ring stiffness model, finite element (FE) simulation was adopted.
The calibration of the numerical model (finite element method) was carried out based on the experimental results.
The main modeling methods for the catenary can be divided into three types: finite difference model, finite element model and modal superposition method.
To evaluate the validity of our model, finite element simulations of the uniaxial compression tests on nickel micropillars are performed.
Based on a microstructural model, finite element analyses were performed to extract the bonding strength of the thermal barrier coatings.
Based on the modified model, finite element analyses are conducted to simulate the model tests of an existing tunnel constructed within manmade rock.
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A 3D-model finite element numerical method is used to design the HTS bulk magnetic levitation system.
The result gained by modal synthesis method is compared with whole-model finite element method (FEM) result as well.
Adopting a sub-model finite element technique, we analyzed the factors that influence the distribution of the plastic area, such as the guide hole distribution and the in-situ stress state.
The global forces and moments in the structural components might be used as inputs of design formulas for structural strength design checks and/or used as boundary conditions in a sub-model finite element analysis to determine structural responses such as stresses.
Design aspects include reaction kinetics modeling, finite element analysis and heat exchanger optimization.
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