1.

Report on residual stress measurements and numerical determination of buckling curves for large angle profiles

The residual stresses were measured in the steel angles of large dimensions. The data on the residual stress was used in the numerical determination of buckling curves for the selected profiles. The client was ArcelorMittal.

F.34 Consultancy

COBISS.SI-ID: 6143073

2.

Design of Farris Bridge - steel structure

The design report of the steel structure for Farris Bridge was prepared for Norwegian company Ramboll.

F.34 Consultancy

COBISS.SI-ID: 6142817