Titlebook: Structural Shell Analysis; Understanding and Ap Johan Blaauwendraad,Jeroen H. Hoefakker Textbook 2014 Springer Science+Business Media Dordr

AUGUR

演绎

Johan Blaauwendraad,Jeroen H. HoefakkerClear derivation of differential equations.Worked out solutions for realistic cases occurring in civil engineering.Variety of shell types

Detonate

978-94-017-7723-0Springer Science+Business Media Dordrecht 2014

军械库

拍下盗公款

Membrane Theory for Shells with Principal Curvaturesn is applicable if certain boundary and loading conditions, exemplified in Chap. 1, are met. In this pure membrane stress field, only normal and in-plane shear stresses are produced. They are due to stretching and shearing of the middle plane of the shell. Bending, torsion and transverse shear stresses are not accounted for.

IST

Edge Disturbance in Circular Cylindrical Shells Under Axisymmetric Load are uniformly distributed along the circumference, and the circumferential load component . is zero. This chapter deals with the analysis of circular cylindrical shells with edges for . under axisymmetric loading. We put . to zero, so consider only a normal load ..

现代

Analysis by Circular Cylindrical Super Elements circular cylindrical shells, in which we implemented the Donnell theory and Morley theory. This chapter is added for completeness. For readers who are interested only in the scope and options of the program, it is sufficient to read Sect. 11.1. They then may proceed to the next chapter without loss of essential information.

cumber

ATOPY

发电机

Membrane Behaviour of Shells of Revolution Under Axisymmetric Loading words for a shell with a span much larger than the elevation. For . this description is not accurate. For manual calculation of the special group of non-shallow shells of revolution, we would do well to apply another description. This chapter deals with the membrane behaviour of these shells under axisymmetric loading.