States of stress and strain in layered orthotropic conical and cylindrical shells with finite shear rigidity

1987 ◽  
Vol 19 (4) ◽  
pp. 559-563
Author(s):  
A. O. Rasskazov ◽  
V. I. Kosenko ◽  
I. I. Sokolovskaya ◽  
A. G. Bondar'
Keyword(s):  
Cylindrical Shells ◽  
Stress And Strain ◽  
Shear Rigidity ◽  
Finite Shear

Determination of residual shear stress in orthotropic cylindrical shells with low shear rigidity

1975 ◽  
Vol 10 (1) ◽  
pp. 79-82
Author(s):  
B. L. Pelekh ◽  
V. K. Ganulich
Keyword(s):  
Shear Stress ◽  
Cylindrical Shells ◽  
Shear Rigidity ◽  
Residual Shear Stress ◽  
Low Shear

State of stress and strain of heat-sensitive cylindrical shells made of composite materials

1987 ◽  
Vol 22 (4) ◽  
pp. 457-462
Author(s):  
L. P. Khoroshun ◽  
S. G. Shpakova
Keyword(s):  
Composite Materials ◽  
Cylindrical Shells ◽  
Stress And Strain ◽  
State Of Stress

Fundamental solution of balance equations for an anisotropic cylindrical shell with finite shear rigidity

1996 ◽  
Vol 31 (2) ◽  
pp. 207-212
Author(s):  
I. B. Prokopovych ◽  
L. M. Sen'kiv
Keyword(s):  
Cylindrical Shell ◽  
Fundamental Solution ◽  
Shear Rigidity ◽  
Balance Equations ◽  
Finite Shear ◽  
Anisotropic Cylindrical Shell

Finite element of a round arch with finite shear rigidity

1989 ◽  
Vol 24 (5) ◽  
pp. 701-706 ◽  
Author(s):  
V. N. Bakulin ◽  
Vl. L. Kaledin
Keyword(s):  
Finite Element ◽  
Shear Rigidity ◽  
Finite Shear ◽  
Round Arch

Semicontinuum analysis of shear-weak grillages

1990 ◽  
Vol 17 (3) ◽  
pp. 294-301 ◽  
Author(s):  
Leslie G. Jaeger ◽  
Baidar Bakht
Keyword(s):  
Key Words ◽  
Cross Section ◽  
Load Distribution ◽  
Shear Rigidity ◽  
Distribution Characteristics ◽  
Two Dimensional ◽  
Finite Shear ◽  
Grillage Analysis ◽  
Grillage Method ◽  
Do So

Cellular bridges and voided slab bridges with large and frequently spaced circular voids undergo distortion of the cross section under nonuniform loads, which may have a significant effect on the load distribution characteristics of the bridge. For two-dimensional analysis of these bridges, it is usual to represent the transverse medium of the bridge as having finite shear rigidity. Up to the present time, the semicontinuum method of analysis did not have the capability of handling finite shear rigidity of the transverse medium. A modification is introduced in this paper through which it can now do so. It is shown that the proposed modifications consist of only minor changes to the set of equations of the earlier version of the method. By comparing the results of the proposed method with those obtained from grillage analysis, it is shown that the accuracy of the proposed method is equal to that of the grillage method, which has already been found by many researchers to be suitable for the analysis of shear-weak bridges. The paper also contains proposed modifications to the semicontinuum method so that it can handle finite shear rigidities of the longitudinal beams as well. Key words: analysis, bridges, load distribution, semicontinuum method, shear rigidity, shear-weak grillages, shear-weak plotes.

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