Abstract: The paper examines the elastic lateral buckling of simply supported monosymmetric I‐beams under transverse loads. Solutions are obtained in terms of the easily evaluated degree of beam monosymmetry parameter, ρ, and the ...

Abstract: The paper concerns the elastic out‐of‐plane buckling of monosymmetric beam‐columns/tie‐beams under uniform moment or eccentric axial loads. A new set of parameters is introduced to describe the buckling behavior of such ...

Abstract: This paper shows that the closed form expression for the elastic out‐of‐plane buckling of doubly symmetric beam‐columns under uniform moment can be expressed in form similar to that of beams by introducing a beam‐column parameter,

Abstract: There are two well‐known approaches proposed for incorporating shear deformation in the analysis of column buckling. Engesser's approach assumes that the shear component acts perpendicularly to the total slope while Haringx's ...

Abstract: The paper investigates the elastic lateral buckling of simply supported monosymmetric I‐beams under moment gradient. Independent solutions are obtained using the finite integral method and the Rayleigh‐Ritz energy approach. ...

Abstract: In this experimental study, the reinforcing effects of graphene oxide (GO) on portland cement paste are investigated. It is discovered that the introduction of 0.03% by weight GO sheets into the cement paste can increase ...