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Higher-order beam models are used in this paper to carry out free vibration analysis of civil engineering structures.
Non-local viscoelastic beam models are used to analyse the dynamics of beams with different boundary conditions using the finite element method.
Both the classic composite (rigid joint) and interface deformable (flexible joint) bi-layer beam models are used to calculate the compliance and energy release rate (ERR) of the proposed four-point asymmetric end-notched flexure (4-AENF) specimen.
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The Euler Bernoulli beam model is used for the structural dynamics.
A double beam model is used to emulate a cable-harnessed structure.
In addition, the Timoshenko beam model is used to allow for the effects of transverse shear deformation and rotary inertia.
The Timoshenko beam model was used and the beam at the crack area was divided into two segments.
Main bearing load results of rigid, beam and 3D solid models are compared and beam model is used in counterweight configuration analyses.
The Euler Bernoulli beam model is used to model the pipe and the plug flow model is used to take into account the internal flow in the pipe.
In this paper, the modified Timoshenko beam model is used to analyze the vibration of piezoelectric nanowires in the presence of surface effects.
For fluid structure interaction, Euler Bernoulli beam model is used for analyzing pipe structure and plug flow model is used for representing internal fluid flow in the pipe.
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