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Based on the three-dimensional orthotropic theory of finite elasticity deformation, a non-linear bending moment curvature relationship of carbon nanotubes which is the appearance of wavelike distortion on the inner arc of the bent nanotubes is simulated by using an advanced finite element analysis package, ABAQUS.
By using an advanced finite element analysis package, ABAQUS, a non-linear bending moment curvature relationship of carbon nanotubes, which is the appearance of a rippling mode on the inner arc of the bent nanotubes, is simulated from the three-dimensional orthotropic theory of finite elasticity deformation.
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This paper investigates the inelastic lateral buckling strength and design of steel arches under general loading using an advanced nonlinear inelastic finite element method of analysis.
A rational and efficient seismic design methodology for regular space steel frames using an advanced time domain finite element method of analysis that takes into account geometrical and material nonlinearities is presented.
Existing experimental tests and shell finite element analysis using an advanced commercial program were used as the basis for the novel study conducted herein.
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This paper presents an advanced finite element model using the general purpose FE software Ansys to simulate the flexural behaviour of initially damaged concrete beams repaired with FRP plates.
Consequently, though an advanced finite element software was used in the simulations presented in this study, beams and columns were modeled as line elements with cross-section integration (available in both open-source and commercial software used in engineering practice) and slabs were modeled using layered shells with smeared reinforcement.
In this work the development of an advanced finite element-based thermoforming process simulation is presented.
To overcome the difficulties of experimental measurements, we used an advanced modelling toolset to simulate detailed three-dimensional Finite-Difference Time-Domain (FDTD) models of GPR antennas in realistic environments.
The proposed simplified method can be easily implemented in day-to-day engineering practice, as it constitutes an efficient alternative solution considering the fluid structure modeling complexities and related high expertise generally involved when using advanced finite elements.
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