The Stress–Strain State of a Ribbed Cylindrical Shell Interacting with an Elastic Foundation Under Short-Term Loads

2015 ◽  
Vol 51 (1) ◽  
pp. 92-101 ◽  
Author(s):  
Yu. V. Skosarenko
Keyword(s):  
Cylindrical Shell ◽  
Elastic Foundation ◽  
Strain State ◽  
Short Term ◽  
Stress Strain ◽  
Stress Strain State

scholarly journals Dynamics of Welded Rails Gap and Hardness of Rail Base

2020 ◽  
Vol 25 (1) ◽  
pp. 236-242
Author(s):  
T.I. Zaitseva ◽  
I.V. Blinova ◽  
A.M. Uzdin
Keyword(s):  
Elastic Foundation ◽  
Traffic Safety ◽  
Thermal Deformation ◽  
Strain State ◽  
Dynamic Factor ◽  
Stress Strain ◽  
Stress Strain State ◽  
Continuous Welded Rail ◽  
Negative Effect ◽  
Rigid Insert

AbstractThe problem of gap estimation for a break of a continuous welded rail is studied. The track is represented as a semi-infinite rod on elastic-based damping. Static and dynamic solutions are obtained. It is shown that during the rail break, the dynamic factor does not exceed 1.5. We derive equations for thermal deformation of the welded rail of jointless track on an elastic foundation in the presence of the insert into the base with another characteristic stiffness. It is shown that the presence of the insertion of up to 20% of the length of the rail, with both large and small stiffness, has a little effect on the stress-strain state (SSS) of the track. The presence of a rigid insert may increase the clearance of an accidental break of the rail, which has a negative effect on traffic safety.

scholarly journals Stress-Strain State of a Cylindrical Shell of a Tunnel Using Construction Stage Analysis

2019 ◽  
Vol 21 (3) ◽  
pp. 72-76
Author(s):  
Sergey B. Kosytsyn ◽  
Vladimir Y. Akulich
Keyword(s):  
Cylindrical Shell ◽  
Comparative Analysis ◽  
Static Analysis ◽  
Strain State ◽  
Computational Models ◽  
Stress Strain ◽  
Construction Stage ◽  
Stress Strain State ◽  
Slurry Shield ◽  
Stage Analysis

The work is aimed at research of the stress-strain state of a cylindrical shell of a tunnel using the non-linear static analysis and construction stage analysis. Research is carried out on the example of determining the stress-strain state of the tubing (shells) of the main line tunnel, constructed using a tunnel powered complex (slurry shield). Based on obtained results, a comparative analysis of the computational models with the corresponding conclusions is presented.

scholarly journals Modeling of the stress-strain state of layered orthotropic plates on elastic foundation

2014 ◽  
Vol 5 (7(71)) ◽  
pp. 4
Author(s):  
Сергій Вікторович Угрімов ◽  
Юрій Михайлович Toрмосов ◽  
Віктор Анатолійович Куценко ◽  
Ігор Володимирович Лебединець
Keyword(s):  
Elastic Foundation ◽  
Strain State ◽  
Orthotropic Plates ◽  
Stress Strain ◽  
Stress Strain State ◽  
Plates On Elastic Foundation
Sign in / Sign up

Export Citation Format

Share Document