Non-classical operational calculus in determining the shape of a compressed column
Published: 8 May 2023| Version 1 | DOI: 10.17632/s9cbtrmk4x.1
Contributor:
Marcin Abramski
Description
MS Excel file with formulas and graphs describing the relationship between the compressive axial force subjected to a column and the column deflection
Files
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.
Institutions
Politechnika Gdanska
Categories
Civil Engineering Structure