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It is shown that the direct strength method using finite strip method to obtain the buckling stresses is very conservative.
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URDME currently uses a discretization with the Finite Element method to obtain the diffusion jump coefficients.
Effects of plate thickness on elastic buckling stress was studied using finite strip method (FSM) and to find the potential buckling failure mode at a given length.
Moreover, to check the validity and soundness of presented semi-energy FSM the results obtained from developed approach are compared with those obtained from a fairly conventional and well exploited finite strip technique, namely the full-energy finite strip method as well as the obtained results from ANSYS (i.e. the general purpose finite element method software).
A new finite strip method is applied to the vibration of rectangular plates with complicated boundary and internal support conditions.
An investigation on the use of the Finite Strip Method (FSM) to calculate elastic buckling loads of perforated cold formed storage rack columns is presented.
An extended finite strip approach, or the compound strip method, is employed to obtain the natural frequencies and the corresponding vibration modes.
These critical loads are obtained using the finite strip method, as implemented in the open source software CUFSM, which allows essentially any potential cross-section to be evaluated.
Secondly, contribution has been made to improving the classical finite strip method (FSM) by replacing the "static" shape function of the strip element by a "dynamic" function.
The finite strip method is employed in the buckling analysis of the stiffened panels.
The spline finite strip method has been applied to the free vibration analysis of a singly curved shell panel.
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