Abstract

This work searched for the optimal geometrical configuration of simply supported stiffened plates subjected to a transverse and uniformly distributed load. From a non-stiffened reference plate, different geometrical configurations of stiffened plates, with the same volume as the reference plate, were defined through the constructal design method. Thus, applying the exhaustive search technique and using the ANSYS software, the mechanical behaviors of all the suggested stiffened plates were compared to each other to find the geometrical configuration that provided the minimum deflection in the plate’s center when subjected to this loading. The optimum geometrical configuration of stiffeners is presented at the end of this work, allowing a reduction of 98.57% for the central deflection of the stiffened plate if compared to the reference plate. Furthermore, power equations were adjusted to describe the deflections for each combination of longitudinal and transverse stiffeners as a function of the ratio between the height and the thickness of the stiffeners. Finally, a unique equation for determining the central deflections of the studied stiffened plates based only on the number of longitudinal stiffeners without significantly losing accuracy has been proposed.

Highlights

  • Steel plates are structural components that are resistant to mechanical loads and used in several sectors of engineering—from the construction of bridges and buildings to airplanes and vessels

  • The numerical results for the central deflection of the different proposed plates were compared to each other through the exhaustive search technique, allowing the geometrical configuration that would lead to a superior mechanical performance regarding the deflections to be determined

  • This mechanical behavior can be explained by the fact that the moment of inertia increases due to an increase in From an analysis of the data presented in Figure 7 and Table 1, it can be noted that an increment in the ratio hs/ts caused a decrease in the central deflection for the stiffened plates

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Summary

Introduction

Steel plates are structural components that are resistant to mechanical loads and used in several sectors of engineering—from the construction of bridges and buildings to airplanes and vessels. The structural analysis of stiffened plates has been the focus of countless studies.

Results
Conclusion

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