Turvey, G. J. and Salehi, M. (2001) Elasto-plastic response of uniformly loaded sector plates: full-section yield model predictions and spread of plasticity. Computers and Structures, 79 (26-28). pp. 2335-2348.Full text not available from this repository.
The governing equations for an elasto-plastic large deflection analysis of pressure loaded sector plates, based on the Ilyushin full-section yield criterion and the flow theory of plasticity, are presented. An outline of the solution of these equations using a finite difference implementation of the dynamic relaxation algorithm is given. Numerical results are presented for uniformly loaded slender and stocky sector plates with a 60° sector angle. In particular, first yield data are presented as well as the results of two parameter studies. The first study shows the effects of flexural and in-plane edge conditions on the deflections and stress resultants/couples at the centre of the sector plate and the second contrasts the spread of plasticity in slender sector plates with simply supported and clamped in-plane fixed edges.
|Journal or Publication Title:||Computers and Structures|
|Uncontrolled Keywords:||Elasto-plastic response ; Full-section yield model ; Plasticity|
|Subjects:||T Technology > TA Engineering (General). Civil engineering (General)|
|Departments:||Faculty of Science and Technology > Engineering|
|Deposited On:||18 Dec 2008 11:23|
|Last Modified:||24 Feb 2017 04:12|
Actions (login required)