AbstractThe lateral stability of bending non-prismatic thin walled beams is carried out using orthogonal Chebyshev series. The considerations apply to a system with variable geometrical parameters. The problem leads to fourth order coupled partial differential equations with variable coefficients. Equations were solved using orthogonal Chebyshev series. The presented method of solution is based on the theorem leads to an infinite system of algebraic equations. In order to verify the results were compared with results obtained by FEM and other authors
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
AbstractThe lateral stability of bending non-prismatic thin walled beams is carried out using orthog...
AbstractA numerical method to evaluate the lateral buckling load of non-prismatic thin-walled straig...
AbstractThe equilibrium and buckling equations are derived for the lateral buckling of a prismatic s...
peer reviewedAbstractThin‐walled cold‐formed sections are extensively used as primary structural ele...
Recent applications in the use of light gauge steel members have been concerned with developing larg...
The paper analyzes the elastic stability of steel thin-walled C-and Z-cross-section beams without la...
The paper analyzes the elastic stability of steel thin-walled C-and Z-cross-section beams without la...
Recent applications in the use of light gauge steel members have been concerned with developing larg...
Recent applications in the use of light gauge steel members have been concerned with developing larg...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
AbstractThe lateral stability of bending non-prismatic thin walled beams is carried out using orthog...
AbstractA numerical method to evaluate the lateral buckling load of non-prismatic thin-walled straig...
AbstractThe equilibrium and buckling equations are derived for the lateral buckling of a prismatic s...
peer reviewedAbstractThin‐walled cold‐formed sections are extensively used as primary structural ele...
Recent applications in the use of light gauge steel members have been concerned with developing larg...
The paper analyzes the elastic stability of steel thin-walled C-and Z-cross-section beams without la...
The paper analyzes the elastic stability of steel thin-walled C-and Z-cross-section beams without la...
Recent applications in the use of light gauge steel members have been concerned with developing larg...
Recent applications in the use of light gauge steel members have been concerned with developing larg...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...
This paper experimentally and numerically investigates the lateral stability problem of metallic C-b...