Elastic as well as plastic buckling of circular cylindrical shells filled with a core material is analyzed under axial compressive loading. A practical example of this situation is the buckling of concrete filled steel tubular (CFT) columns used widely in high-rise buildings. The theoretical problem is modeled as the bifurcation buckling of a perfect "infinitely" long circular cylindrical shell under uniform compression, constrained by a one-way (tension-less) foundation. An important and useful novelty is that the shell material is allowed to undergo strain-hardening plasticity before buckling. For simplicity, the core material is assumed to remain elastic. The approach is analytical. The governing equations are sol...
Civil Engineering thin cylindrical shells such as silos and tanks are normally subjected to axial c...
AbstractThe paper deals with the possibility of using high strength concrete in case of steel tubula...
This paper systematically investigated the axial compression behavior of circular concrete-filled hi...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
A thick shell theory is used to calculate the critical load of plastic buckling of axially compresse...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
Concrete-filled-steel-tube (CFST) columns are widely adopted in many structures nowadays attributed ...
Concrete-filled steel tubes (CFTs) are widely used as columns in many structural systems. In CFTs, i...
Theoretical analysis is presented to investigate the plastic post-buckling behaviour of a thin cylin...
Theoretical analysis is presented to investigate the plastic post-buckling behaviour of a thin cylin...
xxxiii, 342 leaves : col. ill. ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 2010 HuHollow a...
Circular thin-walled elastic tubes under concentric axial loading usually fail by shell\ud buckling,...
This is the first study into elastic-plastic buckling of unstiffened truncated conical shells under ...
Civil Engineering thin cylindrical shells such as silos and tanks are normally subjected to axial c...
AbstractThe paper deals with the possibility of using high strength concrete in case of steel tubula...
This paper systematically investigated the axial compression behavior of circular concrete-filled hi...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
A thick shell theory is used to calculate the critical load of plastic buckling of axially compresse...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
International audienceThis paper deals with the elastoplastic buckling problem of thick cylindrical ...
Concrete-filled-steel-tube (CFST) columns are widely adopted in many structures nowadays attributed ...
Concrete-filled steel tubes (CFTs) are widely used as columns in many structural systems. In CFTs, i...
Theoretical analysis is presented to investigate the plastic post-buckling behaviour of a thin cylin...
Theoretical analysis is presented to investigate the plastic post-buckling behaviour of a thin cylin...
xxxiii, 342 leaves : col. ill. ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 2010 HuHollow a...
Circular thin-walled elastic tubes under concentric axial loading usually fail by shell\ud buckling,...
This is the first study into elastic-plastic buckling of unstiffened truncated conical shells under ...
Civil Engineering thin cylindrical shells such as silos and tanks are normally subjected to axial c...
AbstractThe paper deals with the possibility of using high strength concrete in case of steel tubula...
This paper systematically investigated the axial compression behavior of circular concrete-filled hi...