KNOEDEL, Peter; UMMERNHOFER, Thomas(Editorial Universitat Politècnica de València, 2009-12-11)
Some years ago the authors presented an engineering model for the design of cylindrical
shells with uniform wall thickness on local supports [4], based on a concept of effective
width. In the meantime this model has been ...
YAKUSHEV, Valdimir L.(Editorial Universitat Politècnica de València, 2009-12-28)
In the report the non-linear deformations and stability of thin shells are considered in view
of initial geometrical imperfections. The energy balance low for shell deformation includes
usually three components: strain ...