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It has also been observed that by increasing the number of stiffener on the stiffened plate, buckling load goes on increasing, T shape stiffened plate sustain maximum buckling load and with single stiffener at the centre of plate by varying an height of stiffener after a certain value, it gives constant buckling load for all material.
The tests examine the influence of varying position and bending stiffness of one trapezoidal longitudinal stiffener on the panel shear resistance and its buckling behaviour.
The effects of various parameters, such as the stiffening scheme and the geometric dimension of the stiffener, on the critical flutter dynamic pressure and the amplitude of the transverse vibration of the panel are studied in details.
The reactions produced by the stiffener on the shell are identified.
Effect of external stiffener on initial stiffness of joints was unobvious.
In addition, effects of ringed stiffener on axial stiffness and imperfection sensitivity of perforated shells are studied in details.
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The stiffening was achieved by welding longitudinal stiffeners on the inner surfaces of the steel tubes.
Three small-scale specimens are designed, one unstiffened web girder and two vertically stiffened web girders, in order to compare the influence of the vertical stiffeners on the structural deformation and response of stiffened web girders.
In addition, the impact of the stiffeners on the bending response of the stiffened laminated plates is also studied in terms of the quantity, the collocation and the geometry of stiffeners.
A theoretical method is developed to investigate the effects of ring stiffeners on vibration characteristics and transient responses for the ring-stiffened composite cylindrical shells subjected to the step pulse loading.
The procedure also ascertains the effects of optimised stiffeners on the postbuckling behaviour and ultimate load bearing capacity of stiffened shear walls.
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