B0S0R5—program for buckling of elastic-plastic complex shells of revolution including large deflections and creep

1976 ◽  
Vol 6 (3) ◽  
pp. 221-239 ◽  
Author(s):  
David Bushnell
Keyword(s):  
Large Deflections ◽  
Shells Of Revolution ◽  
Elastic Plastic

Study of the elastic-plastic state of cyclically loaded shells of revolution

1976 ◽  
Vol 8 (4) ◽  
pp. 483-486
Author(s):  
I. S. Chernyshenko ◽  
G. K. Sharshukov
Keyword(s):  
Plastic State ◽  
Shells Of Revolution ◽  
Elastic Plastic

Analysis of Elastic-Plastic Shells of Revolution

1970 ◽  
Vol 96 (3) ◽  
pp. 327-340
Author(s):  
Mahmoud Khojasteh-Bakht ◽  
Egor P. Popov
Keyword(s):  
Shells Of Revolution ◽  
Elastic Plastic

A stiffness method for elastic-plastic shells of revolution

1966 ◽  
Vol 1 (4) ◽  
pp. 339-350 ◽  
Author(s):  
P V Marcal ◽  
W R Pilgrim
Keyword(s):  
Pressure Vessel ◽  
Computer Programme ◽  
Shells Of Revolution ◽  
Step Method ◽  
Axisymmetric Loading ◽  
Elastic Plastic ◽  
Stiffness Method ◽  
Experimental Values

A stiffness method is proposed for the analysis of elastic-plastic shells of revolution with axisymmetric loading. A step-by-step method of integration is used in a computer programme developed to implement the method. Calculations were performed for a toroidal bellows and a torispherical pressure vessel head; the results agree with experimental values.

Elastic-plastic behaviour of pipe bends with in-plane bending

1967 ◽  
Vol 2 (1) ◽  
pp. 84-90 ◽  
Author(s):  
P V Marçlal
Keyword(s):  
Experimental Results ◽  
Shells Of Revolution ◽  
Curved Pipe ◽  
Elastic Plastic ◽  
Plastic Behaviour ◽  
Out Of Plane ◽  
Plane Bending

The theory for the in-plane and out-of-plane bending of a curved pipe is reviewed by considering it as an extension of the theory for symmetrically loaded shells of revolution. This treatment is adopted with the intention of modifying an existing elastic-plastic programme for shells of revolution so that it can perform the analysis of pipe bends with in-plane bending. Results are presented for elastic and elastic-plastic behaviour of pipe bends with in-plane bending. These results agree with theoretical and experimental results found in the literature.

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