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Exact(8)
To this end, a new two-dimensional shear deformable ANCF beam element is developed.
For F.E. analysis, a thin-walled curved beam element is developed using the third-order Hermitian polynomials.
In the present work, a simple, but reliable, tapered beam element is developed and the dynamic behavior of the poles is accurately captured using only a few elements.
(1) A new IGA beam element is developed by integrating the displacement field of the element, which is approximated by the NURBS basis, with the internal work formula of Euler-Bernoulli beam theory with the small deformation and elastic assumptions.
A new IGA beam element is developed by integrating the displacement field of the element, which is approximated by the NURBS basis, with the internal work formula of Euler-Bernoulli beam theory with the small deformation and elastic assumptions.
A two-node C1 beam element is developed by using a mixed interpolation with linear and Hermite-cubic polynomials for unknown variables.
Similar(52)
Also, two thin-walled curved beam elements are developed using the third and fifth order Hermitian polynomials.
A Timoshenko beam finite element is developed using trigonometric basis functions.
An 18 degrees of freedom thick beam finite element is developed.
Building upon the nonlinear laminate mechanics, a damped beam finite element is developed.
In this paper, a beam segment element is developed and used for the calculation of dynamic response for aqueduct structures.
Related(20)
truss element is developed
beam element is outlined
beam system is developed
beam element is known
beam element is exposed
beam welding is developed
beam element is employed
beam element is obtained
beam element is divided
beam element is established
beam element is modified
beam structure is developed
beam element is formulated
beam element is made
beam model is developed
beam element is derived
beam element is used
beam element is adopted
beam element is presented
beam element is demonstrated
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