Theoretical and experimental investigation of a stress-strain state of ribbed shells with large rectangular holes

1977 ◽  
Vol 13 (6) ◽  
pp. 620-623
Author(s):  
M. I. Dlugach ◽  
G. D. Gavrilenko ◽  
P. S. Polyakov
1984 ◽  
Vol 19 (4) ◽  
pp. 470-475
Author(s):  
V. U. Kotel'nikov ◽  
S. V. Mokryi ◽  
I. A. Sergeev ◽  
A. A. Chernov ◽  
G. I. Yurin

Author(s):  
E. S. Enkina ◽  
◽  
A. L. Tukkiya ◽  
A. V. Melnikov ◽  
O. V. Golykh ◽  
...  

Up to now, the performance of the metal beam as a part of brick vault has been studied very little. There was carried out an in-place test of the vaulted brick slab section to explore the stress-strain state of the beam. The method of conducting the in-place test of the metal beam as a part of brick vault is described and the test results are submitted. Based on the results of the study, the authors have come to the conclusion that the bearing capacity of the metal beam is sufficiently high under the regarded conditions.


1995 ◽  
Vol 31 (10) ◽  
pp. 825-828
Author(s):  
V. L. Rvachev ◽  
N. D. Sizova ◽  
O. P. Golubnichii

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