A platform for research: civil engineering, architecture and urbanism
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
The results of calculations of stress-strain state of steel-and-reinforced concrete pressure water pipes of the hydro station are presented. It was made with the help of a method of numerical modeling derived by the author. Numerical results were compared with experimental data obtained before.
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
The results of calculations of stress-strain state of steel-and-reinforced concrete pressure water pipes of the hydro station are presented. It was made with the help of a method of numerical modeling derived by the author. Numerical results were compared with experimental data obtained before.
THE PERFECTION OF A METHOD OF NUMERICAL MODELING STEEL-AND-REINFORCED CONCRETE PRESSURE WATER PIPES
S V Bogachenko (author)
2012
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Reinforced concrete pressure pipes
Engineering Index Backfile | 1956
|Experimentation and numerical simulation of steel fibre reinforced concrete pipes
DOAJ | 2011
|Performance of Steel Fiber-Reinforced Concrete Pipes
British Library Online Contents | 2012
|Corrosion of Steel in Cracked Reinforced Concrete Pipes
TIBKAT | 2012
|