Titlebook: Creep in Structures; 3rd Symposium, Leice A. R. S. Ponter,D. R. Hayhurst Conference proceedings 1981 Springer-Verlag, Berlin, Heidelberg 19

平項(xiàng)山

Infant

Tidious

On the Creep Modified Shakedown Limit,ship between inelastic strain rate and stress. A simplified form of the bound in terms of a material reference stress is shown to be independent of the form of the creep constitutive relationship subject to certain conditions which are satisfied by a wide range of creep laws. This result is used to

凹處

High Temperature Problems Associated with the Design of the Commercial Fast Reactor,onstration Fast Reactor. The principal factors are reviewed which limit the performance of such components. It is shown that while some components are subjected to a measure of primary loading, stresses are mainly induced by thermal effects which give rise to both creep and fatigue damage. It is arg

Isthmus

Review of Session II,on components have become more demanding it has become recognised that the early theorems have proved to be overly restrictive and conservative. It has also been recognised that for the severe operating conditions advantage would have to be made of the hardening properties of the metal. In the paper

Admire

,Creep Buckling — A General View of the Phenomena,h limited and unlimited creep behaviour are included in this general survey. Two important concepts, introduced in earlier papers, are developed further — that of the locus or surface of elastic critical points at which the creeping structure collapses, and that of the long-term elastic critical loa

fodlder

https://doi.org/10.1007/978-3-642-81598-0Kriechen; Structures; concrete; damage; deformation; design; finite element method; finite elements; fractur

molest

978-3-642-81600-0Springer-Verlag, Berlin, Heidelberg 1981

名義上

UNT