Sentence examples for beam finite element models from inspiring English sources
Effective constitutive properties obtained from these experiments were used as material inputs for beam finite element models to predict the load deflection response of woven airbeams loaded in four-point bending.
A beam finite element model has been developed based on Timoshenko's beam theory with partially covered SCLD.
This paper presents a beam finite element model for non-linear global buckling analysis of composite laminated beam type structures.
A recently-developed accurate and efficient novel geometrically-nonlinear laminated composite beam finite element model is used in this work for analyzing the SSC robotic finger.
The validity of the results is confirmed at different rotational speeds, crack depth and location by comparison with solid and beam finite element model simulations.
The results show that the beam finite element model is stiffer than the solid one since the beam model cannot capture the effects of material concentration at the points of diameter variations.
The structural response of the beam is evaluated using a beam finite element model comprising a cross section analysis tool which is suitable for the analysis of anisotropic and inhomogeneous sections of arbitrary geometry.
A simple and effective beam finite element model is here proposed for studying the behaviour of elastic laminated glass beams made of two external glass layers connected by a polymeric thin interlayer, able to transmit only shear stresses.
Table 9 Beam finite element model and experimental displacements Beam type Collapse load (kN) Finite element dispacements Experimental displacement δ HFE (mm) δ VFE (mm) δ ZFE (mm) δ VEXP (mm) T-beam 41 2 17 0 15 Triangular-I 34 2 24 0 18 Triangular-II 45 2 26 0 24 Open image in new window Fig. 13 Experimental and finite element beam responses.
For the bridge subsystem a 3-D rail-ballast-beam finite element model is created, considering the elasticity and the continuity of the track system.
A nonlinear beam finite-element model that accounts for concrete confinement and cracking is presented.
