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elena
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Does anyone has some literature or any idea about this topic?More precisely i would like to know about the local and global effects due to neative and positive curvature.Thanks!
Load carrying behavior of shells refers to the structural response of a thin, curved surface or shell when subjected to external loads. It involves the analysis of stresses and deformations in the shell under various loading conditions.
The load carrying behavior of shells can be influenced by a variety of factors including the material properties of the shell, its geometry and thickness, the type and magnitude of applied loads, and the support conditions at the edges of the shell.
The load carrying capacity of a shell can be determined by performing structural analysis using mathematical models and experimental testing. This involves calculating the stresses and deformations in the shell and comparing them to the material's strength and failure criteria.
Shells can exhibit different types of load carrying behavior such as elastic, plastic, and post-buckling behavior. Elastic behavior is when the shell returns to its original shape after the load is removed. Plastic behavior is when the shell undergoes permanent deformation. Post-buckling behavior is when the shell deforms in a complex manner after reaching a critical load.
The load carrying behavior of shells can be improved by using stronger and more durable materials, optimizing the shell's geometry and thickness, and providing proper support conditions. Advanced design techniques such as adding stiffeners or using composite materials can also enhance the load carrying capacity of shells.