Add to ORKGIn the article the technique of solving the problems of large deflections of the beams from the ideal rigid-plastic material under the influence of asymmetrically distributed loads, with account of pretension or pre compression. The developed method was applied to the study of stress-strain state of single-span beams, as well as for the calculation of the limit load for the beams
textIn this research, nonlinear structural analysis along with finite element analysis were carried ...
This dissertation presents an axially restrained beam (ARB) model that incorporates axial-flexural i...
Theoretical derivations are presented for the relations between maximum deflection and the correspon...
In the work up the technique of the decision of problems about the large deflections of beams from i...
In the work up the technique of the decision of problems about the little deflections of beams from ...
In the work up the technique of the decision of problems about the little deflections of beams from ...
The ultimate load of a typical steel frame is dependent on the geometrically nonlinear and material ...
By taking into account plastic dissipation by the axial (membrane) force induced by large deflection...
Large deflections of simply supported beams have been studied when the trans verse loading consists ...
The deflection of compliant mechanism CM which involves geometrical nonlinearity due to large defle...
The deflection of compliant mechanism (CM) which involves geometrical nonlinearity due to large defl...
The analytical expressions and graphs for determining a limiting load have been obtained using the m...
The present paper deals with large deflections and deformations of beams. As a novel aspect in the n...
A numerical method for the nonlinear analysis of steel space frames subjected to cyclic loading is p...
An isolated member capacity check for beam columns may not correctly reflect the true behavior of a ...
textIn this research, nonlinear structural analysis along with finite element analysis were carried ...
This dissertation presents an axially restrained beam (ARB) model that incorporates axial-flexural i...
Theoretical derivations are presented for the relations between maximum deflection and the correspon...
In the work up the technique of the decision of problems about the large deflections of beams from i...
In the work up the technique of the decision of problems about the little deflections of beams from ...
In the work up the technique of the decision of problems about the little deflections of beams from ...
The ultimate load of a typical steel frame is dependent on the geometrically nonlinear and material ...
By taking into account plastic dissipation by the axial (membrane) force induced by large deflection...
Large deflections of simply supported beams have been studied when the trans verse loading consists ...
The deflection of compliant mechanism CM which involves geometrical nonlinearity due to large defle...
The deflection of compliant mechanism (CM) which involves geometrical nonlinearity due to large defl...
The analytical expressions and graphs for determining a limiting load have been obtained using the m...
The present paper deals with large deflections and deformations of beams. As a novel aspect in the n...
A numerical method for the nonlinear analysis of steel space frames subjected to cyclic loading is p...
An isolated member capacity check for beam columns may not correctly reflect the true behavior of a ...
textIn this research, nonlinear structural analysis along with finite element analysis were carried ...
This dissertation presents an axially restrained beam (ARB) model that incorporates axial-flexural i...
Theoretical derivations are presented for the relations between maximum deflection and the correspon...