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Parametric Study of Concrete Thin Shells by mroblivion38 is a document available to read on EtoBox.

This study investigates the static behavior of long cylindrical concrete thin shells under self-weight loading using ANSYS software, focusing on the effects of span, central angle, and thickness. Results indicate that larger central angles increase deflection while thicker shells improve resistance to buckling, with longer spans exhibiting greater deflection. The findings provide valuable insights for future research and practical applications in the design of cylindrical concrete thin shells.

Author

mroblivion38

Language

EN