Review article

Experimental study of flexural-torsional deformations and stability of curved elements of steel arches with l-shaped cross-section

UDC: 

624.07

DOI: 

10.23968/1999-5571-2020-17-1-94-99

Pages: 

94-99

Annotation: 

The method and results of experimental studies of flexural and torsional displacements, as well as the stability of curved elements of steel arches with I-shaped cross-section are presented.The author presents graphs of the dependence of flexural-torsional movements on the load for three different loading schemes obtained during the experiment. The limit loads on the core elements of the arches were obtained. The results of the experiment were compared with the theoretical study.

Authors: 

Urazgildeev D. V. Saint Petersburg State University of Architecture and Civil Engineering

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