Publications Repository - Gdańsk University of Technology

This paper is concerned with the numerical bending capacity study of the innovative cold-formed GEB sections. Both linear buckling analysis and non-linear static analysis incorporating geometric and material nonlinearity were carried out employing a shell structural model. The magnitudes of buckling load and limit load with respect to GEB section depth and thickness were obtained. The opened cold-formed section was tested assuming two structural positions. The influence of battens on structural load-bearing capacity was investigated in the work.

Authors

• mgr inż. Agnieszka Łukowicz link open in new tab ,
• dr inż. Marcin Krajewski link open in new tab ,
• dr inż. Dariusz Kowalski link open in new tab