In this paper, in order to investigate the deformation mechanism in the ISF process, a comprehensive finite element (FE) model for the cone-forming process with fine solid elements is established which allows the quantitative study of the deformation behavior of stretching, bending and shearing during the process.
A comprehensive finite element study was carried out to supplement limited number of available test results.
This paper presents a comprehensive finite element (FE) analysis of the eddy current generation in the magnet conductors.
A comprehensive finite element method analysis indicates that the A-Jacks retain their structural integrity at hydraulically stable wave conditions.
This paper presents a comprehensive finite element study to evaluate the nonlinear properties of the interface between a hollowcore slab and its concrete topping.
A comprehensive finite element (FE) study is presented herein investigating the shear capacity of the column base connection on the grout thickness and strength.
A comprehensive finite element (FE) model is established and calibrated against the test results for the CFDST members under concentric and eccentric tension.
A comprehensive finite element investigation on steel beams with web openings of various shapes and sizes was reported in a complementary paper, and the primary structural characteristics of those steel beams were presented in detail.
Secondary, with the obtained experimental material data, a comprehensive finite element wirebonding model based on explicit time integration software ANSYS/LS-DYNA is developed to predict the overall strain/stress distributions on the aluminum (Al) bond pad.
In the current study, a comprehensive finite element model was developed for ULTEM 9085 FDM tools subjected to applied pressure and elevated temperature for vacuum assisted resin transfer molding (VARTM) process.
A comprehensive finite element model, validated against a previous experimental study, was used to evaluate the mechanical performance of each composite configuration in terms of its fracture stability, load sharing, and strength in transverse and oblique Vancouver B1 fracture configurations at immediately post-operative, post-operative, and healed bone stages.
