Contact Loading and Local Effects in Thin-walled Plated and Shell Structures

Lingua: inglese

Editore: Springer, Springer Berlin Heidelberg Jul 2013, 2013

3662028247 / 9783662028247

Da: buchversandmimpf2000, Emtmannsberg, BAYE, Germaniabuchversandmimpf2000

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This item is printed on demand - Print on Demand Titel. Neuware -Localized buckling of elastic shells in the light of modern nonlinear dynamics.- Contact force distribution between thin-walled tubes and saddle supports.- Splitting of three-dimensional solution into local and global effects.- Plastic squeeze of circular shell due to saddle or lug.- On the contact of cylindrical shells with an elastic or rigid foundation.- Effect of local loads on the stability of shells subjected to uniform pressure distribution.- A study of buckling in column-supported cylinders.- The support of cylindrical vessels on rigid and flexible saddles - an improved analysis.- Expert like system for cylindrical shell support.- Load carrying capacity of shells with regard to cumulation of damages.- Effects of fibre orientations on failure modes of composite shells subjected to unilateral constraints.- Contact problem in the theory of anisotropic cylindrical shells.- Modelling and experimental investigation of plastic resistance and local buckling of H or I steel sections submitted to concentrated or partially distributed loading.- Non-stiffened steel webs with flanges under patch loading.- Buckling analysis of trapezoidally corrugated web under patch loading using spline finite strip method.- Behavior of webs under eccentric compressive edge loads.- Local buckling of steel bridge girder webs during launching.- Elastic and plastic states of metallic structures under bending with allowance for local stresses.- Ultimate load behaviour of longitudinally stiffened steel webs subject to partial edge loading.- 'Breathing' of longitudinally stiffened steel webs subject to repeated partial edge loading.- Buckling of thin-walled beams under concentrated transverse loading.- Tests of buckling of panels subjected to in-plane patch loading.- Behaviour of stiffenedweb plates subjected to the patch load.- Parametric study on plate girders subjected to patch loading.- Load-introduction resistance of column webs in strong axis beam-to-column joints.- Behaviour of thin-walled cold-formed wide profiles under concentrated loading.- A finite element formulation for the analysis of local effects.- Early prague tests on welded plate girder webs under partial edge loadings.- Comments on constructions of empirical formulas.- Models of thin-walled beam connections.- On stability of crushed columns under non-conservative contact loading.- Interaction of structures.- The influence of edge effects on the stress concentration around a hole in a thin spherical shell.- Local effects in thin-walled beams subject to bending and shear.- The nonlocal theory of thermoelastic plates and surface problems.- Cylindrical shells under dynamic axial impact.- Stability of double-steel beams elements beyond the elasticity limit.- Local buckling effects on the supports of continuous trapezoidal profiled steel sheets.- Nonstationary vibrations of rectangular plate excited by concentrated force with linearly variable frequency.- Generalized nonlinear theory of shells and plates applicable for contact loads problems.- Influence of the weld size on the strength of rectangular hollow section joints.- Vibrations of composite plate containing circle delamination on boundary of layers.Springer-Verlag KG, Sachsenplatz 4-6, 1201 Wien 320 pp. Englisch.

Codice articolo 9783662028247

Titolo
Contact Loading and Local Effects in Thin-walled Plated and Shell Structures
Autore
Vlastimil Krupka
Editore
Springer, Springer Berlin Heidelberg Jul 2013
Anno di pubblicazione
2013
Condizione
Neu
Rilegatura
Taschenbuch
Lingua
inglese
ISBN 10
3662028247
ISBN 13
9783662028247
Peso dell'articolo
487 grammi
Dimensioni
235x155x18 mm

buchversandmimpf2000

Emtmannsberg, BAYE, Germania

Venditore con 5 stelle

Venditore AbeBooks dal 23 gennaio 2017

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ArticoloDa 60 a 60 giorni lavorativiDa 60 a 60 giorni lavorativi
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