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Beam elements were used to create the lattice structures of the scaffolds.
Shell elements and beam elements were used to simulate the whole building incorporating non-linear material characteristics and non-linear geometric behavior.
Furthermore two node beam elements were used to model beams.
Solid and beam elements were used to model the concrete material and reinforcing steel bars, respectively.
Three types of elements were used in the full bridge model: (1) the four-nodded, shell elements were used to model the bridge deck, (2) three-nodded beam elements were used to model the I-shaped steel girders, and (3) two-nodded beam elements were used to model the reinforced concrete abutment and piles.
Similar(55)
Beam elements are used since they are more efficient than shell elements.
The exact shape functions for uniform homogeneous Timoshenko beam elements are used to formulate the proposed element.
Timoshenko beam elements are used in this paper to analyze vibration and stability of fluid conveying pipes.
The design process uses a two-stage approach: truss elements are used for the topology synthesis and beam elements are used for the dimensional optimization.
A vectorised formulation for bar elements and reduced degree-of-freedom beam elements is used, to analyse the absolute and relative run-times for three benchmark cases.
2, 3 and 4-node beam elements are used for modelling the beam major axis while linear 4-node and quadratic 9-node Lagrange elements are used as expansion functions over the cross-section.
More suggestions(20)
beam element is used
strut elements were used
beam tests were used
truss elements were used
beam energies were used
beam trawls were used
beam elements were investigated
beam theories were used
beam combiners were used
beam flanges were used
beam bridges were used
beam breaks were used
beam specimens were used
beam angles were used
beam configurations were used
beam splitters were used
beam profiles were used
beam analyses were used
beam elements were assumed
beam functions were used
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