Effect of Constructional Measures on the Total and Local Loss Stability of the Thin-Walled Profile under Transverse Bending

Abstract

Work is devoted to the actual topic - local buckling of light steel thin-walled sections. Method of calculating stability in thin-walled structures described in the work. The mechanisms of local buckling under transverse bending considered by authors.

Strengthening the historical constructions made of limestone by treating with silicic acid based material

“…At the moment, the actual topic of the research is the durability of building materials and structures. Consideration is given to such aspects as the safety of structural materials in time, the service life of the material after its treatment with various compositions after a long or short-term exposure to the material by all sorts of external factors [2,[14][15][16][17][18][19][20][21][22][23].…”

Local Buckling of Cold-Formed Steel Members with Edge Stiffened Holes

“…Garifullin and Trubina [36,37] provided investigations of cold-formed steel beams in global and distortional buckling. Trubina and Rybakov [38] conducted a FE global and buckling analysis of cold formed C-sectioned beams with web stiffeners. Jansen [41][42][43] and Wriggers [44][45] presented various methods for dynamic stability analysis of composite cylindrical shells.…”