THE ESTIMATION OF ULTIMATE NORMAL FORCE FOR RECTANGULAR RC COLUMNS

Authors

  • Aleksandr Aleksandrovich Abrosov Emperor Nicholas II Moscow State University of Railway Engineering (Smolensk Branch)
  • Aleksei Viktorovich Sosnin Emperor Nicholas II Moscow State University of Railway Engineering (Smolensk Branch)
  • Olga Nikolaevna Kuprikova Emperor Nicholas II Moscow State University of Railway Engineering (Smolensk Branch)

Keywords:

eccentricities of normal force application, rectangular RC column, reconstruction, RC deformation model, full-scale tests

Abstract

By the example of two sections sizes of rectangular RC columns with a flexibility of not more than 8, some features for the estimation of an ultimate normal force for the cases of large and small eccentricities are considered by the authors. To solve the problem, the results of full-scale static tests by A.G. Komar and an analytical technique presented in the research of M.S. Toryanik are used. With its implementation in the software MathCAD true stresses of tensile reinforcement are taken into account. For confidence estimation the results obtained are compared with the results of numerical evaluation performed with the use of RCDiagra v.1 software.

Author Biographies

Aleksandr Aleksandrovich Abrosov, Emperor Nicholas II Moscow State University of Railway Engineering (Smolensk Branch)

Ассистент кафедры зданий и сооружений на транспорте

Aleksei Viktorovich Sosnin, Emperor Nicholas II Moscow State University of Railway Engineering (Smolensk Branch)

Старший преподаватель кафедры зданий и сооружений на транспорте

Olga Nikolaevna Kuprikova, Emperor Nicholas II Moscow State University of Railway Engineering (Smolensk Branch)

Канд. пед. наук, доцент кафедры высшей математики и естественных наук

References

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Published

2017-12-06