Non-classical operational calculus in determining the shape of a compressed column

Published: 8 May 2023| Version 1 | DOI: 10.17632/s9cbtrmk4x.1
Marcin Abramski


MS Excel file with formulas and graphs describing the relationship between the compressive axial force subjected to a column and the column deflection


Steps to reproduce

The relationships presented in the dataset were obtained using non-classical operational calculus and laboratory tests. The aim of research was to determine the shape of a cylindrical concrete column in a composite shell subjected to compression. Column deflection increases with increasing compressive force and is the result of buckling. The dataset was created in cooperation with prof. E. Mieloszyk and dr A. Milewska from Gdańsk University of Technology, Poland.


Politechnika Gdanska


Civil Engineering Structure