Combined theoretical and experimental investigation of the stress-strain state of plates with a circular hole and radial cracks

1994 ◽  
Vol 30 (5) ◽  
pp. 368-372
Author(s):  
K. V. Romantsov ◽  
M. Sh. Dyshel' ◽  
O. N. Chekin ◽  
I. S. Chernyshenko
Keyword(s):  
Experimental Investigation ◽  
Circular Hole ◽  
Strain State ◽  
Stress Strain ◽  
Stress Strain State ◽  
Radial Cracks

Stress-strain state of a flexible spherical shell with an eccentric circular hole

2007 ◽  
Vol 43 (10) ◽  
pp. 1142-1148 ◽  
Author(s):  
I. S. Chernyshenko ◽  
E. A. Storozhuk ◽  
I. B. Rudenko
Keyword(s):  
Spherical Shell ◽  
Circular Hole ◽  
Strain State ◽  
Stress Strain ◽  
Stress Strain State

scholarly journals Experimental investigation of the performance of metal beams as a part of a vaulted brick slab

2021 ◽  
Vol 18 (2) ◽  
pp. 42-48
Author(s):  
E. S. Enkina ◽  
◽  
A. L. Tukkiya ◽  
A. V. Melnikov ◽  
O. V. Golykh ◽  
...  
Keyword(s):  
Experimental Investigation ◽  
Bearing Capacity ◽  
Strain State ◽  
Test Results ◽  
Stress Strain ◽  
Stress Strain State

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.

Sign in / Sign up

Export Citation Format

Share Document