A Program for Numerical Calculation of Dynamic Stress-Strain State and Strength of Hollow Multilayer Anisotropic Cylinders and Spheres. Part 1. Program Description

2015 ◽  
Vol 47 (2) ◽  
pp. 249-256 ◽  
Author(s):  
P. P. Lepikhin ◽  
V. A. Romashchenko ◽  
O. S. Beiner ◽  
V. N. Storozhuk ◽  
Yu. N. Babich ◽  
...  
Keyword(s):  
Numerical Calculation ◽  
Strain State ◽  
Dynamic Stress ◽  
Stress Strain ◽  
Stress Strain State ◽  
Anisotropic Cylinders ◽  
Program Description ◽  
Cylinders And Spheres

scholarly journals Dynamic stress-strain state of a single-section manipulator

2017 ◽  
Vol 87 (3) ◽  
pp. 27-32
Author(s):  
E. Arinov ◽  
◽  
S.Zh. Karipbaev ◽  
K.Z. Sartayev ◽  
◽  
...  
Keyword(s):  
Strain State ◽  
Dynamic Stress ◽  
Stress Strain ◽  
Stress Strain State ◽  
Single Section

Dynamic crushing of cellular materials: A unique dynamic stress–strain state curve

2016 ◽  
Vol 100 ◽  
pp. 219-231 ◽  
Author(s):  
Yuanyuan Ding ◽  
Shilong Wang ◽  
Zhijun Zheng ◽  
Liming Yang ◽  
Jilin Yu
Keyword(s):  
Strain State ◽  
Dynamic Stress ◽  
Cellular Materials ◽  
Stress Strain ◽  
Stress Strain State ◽  
State Curve ◽  
Dynamic Crushing

scholarly journals Numerical calculation of the stress-strain state of non-rigid pavements, renovated by cold recycling technology

ScienceRise ◽  
2017 ◽  
Vol 1 (2 (30)) ◽  
pp. 31-38
Author(s):  
Світлана Михайлівна Талах ◽  
Олександр Миколайович Дубик ◽  
Катерина Миколаївна Лисницька
Keyword(s):  
Numerical Calculation ◽  
Strain State ◽  
Stress Strain ◽  
Stress Strain State ◽  
Rigid Pavements ◽  
Recycling Technology ◽  
Cold Recycling

scholarly journals APPROBATION OF THE NUMERICAL METHOD OF CALCULATING THE DYNAMIC STRESS-STRAIN STATE OF THE THREE-DIMENSIONAL SYSTEM “FOUNDATION – FACILITY OF THE PRESSURE FRONT HYDRAULIC ENGINEERING STRUCTURE – WATER RESERVOIR” ON THE EXAMPLE OF THE CLUSTER-REGULATOR

2018 ◽  
Vol 14 (1) ◽  
pp. 26-35
Author(s):  
Dmitry S. Dmitriev
Keyword(s):  
Strain State ◽  
Dynamic Stress ◽  
Three Dimensional ◽  
Water Reservoir ◽  
Pressure Head ◽  
Dimensional System ◽  
Seismic Action ◽  
Stress Strain ◽  
Stress Strain State ◽  
Three Dimensional System

In the article, the results of approbation of the developed technique of the refined numerical simula-tion of the dynamic stress-strain state of the three-dimensional system “ground base (earth foundation) – reser-voir – construction of the pressure head of the hydraulic system” under seismic influences. A comparison is made between two different ways of modeling the fluid interacting with the structure and the base of the hydroe-lectric power station. The issues of choosing the dimensions of the base unit and taking into account the inertial load from it, as well as the method of determining the initial seismic action, are touched upon.

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