Abstract
When designing buildings with reinforced concrete that are planned to resist dynamic loads it is necessary to calculate this structural behavior under operational static and emergency impact and blast loads. Calculations of the structures under shock-wave loads can be performed by solving dynamic equations that do not consider static loads. Due to this fact the calculation of reinforced concrete frame under a simultaneous static and dynamic load in full 3d settings becomes a very non trivial and resource consuming problem. This problem can be split into two tasks. The first one is a shock-wave problem that can be solved using software package RANET-3, which allows solving the problem using finite elements method adapted for dynamic task. This method calculates strain-stress state of the material and its dynamic destruction, which is considered as growth and consolidation of micro defects under loading. On the second step the results of the first step are taken as input parameters for quasi static calculation of simultaneous static and dynamic load using finite elements method in AMP Civil Engineering-11.
| Original language | English |
|---|---|
| Title of host publication | Advanced Materials in Technology and Construction, AMTC 2015: Proceedings of the II All-Russian Scientific Conference of Young Scientists "Advanced Materials in Technology and Construction" |
| Publisher | American Institute of Physics Inc. |
| Volume | 1698 |
| ISBN (Electronic) | 9780735413450 |
| DOIs | |
| Publication status | Published - 15 Jan 2016 |
| Event | 2nd All-Russian Scientific Conference of Young Scientists on Advanced Materials in Technology and Construction, AMTC 2015 - Tomsk, Russian Federation Duration: 6 Oct 2015 → 9 Oct 2015 |
Conference
| Conference | 2nd All-Russian Scientific Conference of Young Scientists on Advanced Materials in Technology and Construction, AMTC 2015 |
|---|---|
| Country | Russian Federation |
| City | Tomsk |
| Period | 6.10.15 → 9.10.15 |
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ASJC Scopus subject areas
- Physics and Astronomy(all)
Cite this
Calculation of reinforced-concrete frame strength under a simultaneous static cross section load and a column lateral impact. / Belov, Nikolay; Yugov, Nikolay; Kopanitsa, Dmitry; Kopanitsa, Georgy; Yugov, Alexey; Kaparulin, Sergey; Plyaskin, Andrey; Kalichkina, Anna; Ustinov, Artyom.
Advanced Materials in Technology and Construction, AMTC 2015: Proceedings of the II All-Russian Scientific Conference of Young Scientists "Advanced Materials in Technology and Construction". Vol. 1698 American Institute of Physics Inc., 2016. 040007.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Calculation of reinforced-concrete frame strength under a simultaneous static cross section load and a column lateral impact
AU - Belov, Nikolay
AU - Yugov, Nikolay
AU - Kopanitsa, Dmitry
AU - Kopanitsa, Georgy
AU - Yugov, Alexey
AU - Kaparulin, Sergey
AU - Plyaskin, Andrey
AU - Kalichkina, Anna
AU - Ustinov, Artyom
PY - 2016/1/15
Y1 - 2016/1/15
N2 - When designing buildings with reinforced concrete that are planned to resist dynamic loads it is necessary to calculate this structural behavior under operational static and emergency impact and blast loads. Calculations of the structures under shock-wave loads can be performed by solving dynamic equations that do not consider static loads. Due to this fact the calculation of reinforced concrete frame under a simultaneous static and dynamic load in full 3d settings becomes a very non trivial and resource consuming problem. This problem can be split into two tasks. The first one is a shock-wave problem that can be solved using software package RANET-3, which allows solving the problem using finite elements method adapted for dynamic task. This method calculates strain-stress state of the material and its dynamic destruction, which is considered as growth and consolidation of micro defects under loading. On the second step the results of the first step are taken as input parameters for quasi static calculation of simultaneous static and dynamic load using finite elements method in AMP Civil Engineering-11.
AB - When designing buildings with reinforced concrete that are planned to resist dynamic loads it is necessary to calculate this structural behavior under operational static and emergency impact and blast loads. Calculations of the structures under shock-wave loads can be performed by solving dynamic equations that do not consider static loads. Due to this fact the calculation of reinforced concrete frame under a simultaneous static and dynamic load in full 3d settings becomes a very non trivial and resource consuming problem. This problem can be split into two tasks. The first one is a shock-wave problem that can be solved using software package RANET-3, which allows solving the problem using finite elements method adapted for dynamic task. This method calculates strain-stress state of the material and its dynamic destruction, which is considered as growth and consolidation of micro defects under loading. On the second step the results of the first step are taken as input parameters for quasi static calculation of simultaneous static and dynamic load using finite elements method in AMP Civil Engineering-11.
UR - http://www.scopus.com/inward/record.url?scp=84984578610&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84984578610&partnerID=8YFLogxK
U2 - 10.1063/1.4937843
DO - 10.1063/1.4937843
M3 - Conference contribution
AN - SCOPUS:84984578610
VL - 1698
BT - Advanced Materials in Technology and Construction, AMTC 2015: Proceedings of the II All-Russian Scientific Conference of Young Scientists "Advanced Materials in Technology and Construction"
PB - American Institute of Physics Inc.
ER -