Abstract
This paper reports the dependences that have been derived to determine the effective width of a free flange in a dangerous cross-section of the wide-flange hull girder with the breaking of the wall/edges/axis at elastic-plastic deformation depending on the applied load for a perfectly plastic material without strengthening. Currently, there are no systematic dependences to determine the effective width of the free flange of girders of this type, except for certain cases. The technique is suitable for use for both purely elastic and elastic-plastic deformation. To calculate the stressed-strained state (SSS), a finite-element method (FEM) was used to solve the three-dimensional problem from the elasticity and plasticity theory. It has been shown that the node is exposed to simple loading. The reported results were derived within the framework of the deformation theory of plasticity. The largest ratio of external load to the boundary of fluidity is 0.9. The estimation scheme takes into consideration the most unfavorable working conditions of the examined node when the safest data are acquired. The dependences were built for the theoretical coefficient of concentration in a dangerous cross-section, which is used in the proposed procedure to determine the moment of transition from the elastic stage of deformation to elastic-plastic. When determining the effective width, the complex work of the flange and its deplanation was taken into consideration by defining the SSS components in the median plane. The feasibility of the idea of designing the SSS components on the inclined plane of a free flange has been proven. In this case, there is practically a (quasi) flat stressed state, suitable for the application of classical methods to determine the effective width. The proposed technique simplifies the calculations of the strength of the examined girder.
Highlights
The object of this study is a girder in the hull of a vessel (Fig. 1) with the breaking of the wall and free flange or with the breaking of the axis.This girder is attached by the bottom edge to the flooring, and a loose flange is attached to the broken edge to enhance the axial moment of resistance
For girders with the breaking of the wall/edges/axis, similar to the one shown in Fig. 1, there are no regular dependences to determine the effective width of the free flange, which could calculate its strength within a simple beam theory
Based on the results of finite element method (FEM) calculations, the authors of [7] derived simplified formulae to determine the effective width for the T-shaped prismatic girder
Summary
The object of this study is a girder in the hull of a vessel (Fig. 1) with the breaking of the wall and free flange or with the breaking of the axis. This leads to increased strength and stiffness when bending, provides stability when squeezing axial forces are applied, and under a flat bending shape This girder/node is the object to study its stressedstrained state (SSS) in order to create, if possible, simple engineering procedures to design it at a relatively wide variation of geometric parameters at elastic and elastic-plastic deformation. For girders with the breaking of the wall/edges/axis, similar to the one shown, there are no regular dependences to determine the effective width of the free flange, which could calculate its strength within a simple beam theory. Establishing such dependences would help save considerable time and computing resources
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