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Behaviour of beam depends on its depth.
A coupled geometrically non-linear behaviour of beam and particle is studied.
So we can conclude that analysis done by MIF provides more realistic behaviour of beam sections of any depth.
The dynamic behaviour of beam structures under pressure waves is investigated.
The vibrational behaviour of beam systems can be expressed in terms of waves of both propagating and near field types.
A plasticity model based on von Mises yield criterion and a damage model are used to simulate the inelastic behaviour of beam materials.
Similar(51)
The semi-rigid behaviour of beam-to-column connections has an important effect on the performance of steel frame.
The nonlinear semi-rigid behaviour of beam-to-column connections is simulated using a zero-length connection element.
The paper presents an experimental investigation into the flexural behaviour of beam-to-upright bolted connections of steel storage pallet racks.
Beam-column connections play also an important role in the seismic behaviour of RC buildings; poor behaviour of beam-column joints can lead to the collapse or severe damage of buildings during earthquakes.
In this paper, finite element simulations are used to investigate the behaviour of beam-to-column joints with bolted end-plate connections subjected to impact loading.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com