Buckling of a column with temperature dependent material properties is investigated. Euler-Bernoulli theory ofthin beams is used to derive the element matrices by means of the minimum potential energy principle.Temperature dependency of material properties is taken into account in the formulation. The column is dividedinto finite elements with the axial degrees of freedom defined at the outer fiber of the column. Column elementshave simpler derivations and compact element matrices than those of classical beam-bending element. Someillustrative examples are presented to show the convergence of numerical results obtained by the use of newelements. The results are compared with those of the classical beam-bending element and analytical solution.The new element converges to the analytical results as powerful as the classical beam-bending element. Thetemperature effects on the buckling loads of the column with temperature dependent material properties are alsoexamined.

/pdf/buckling-of-a-column-with-temperature-dependent-material-jx5yo9oodc.pdf

Buckling of a column with temperature dependent material properties

The aims and objectives of the current study are to investigate the vibration analysis of the graphene sheet with attached spring, mass, and damper system for the first time For this purpose, the 

Size-dependent vibration behavior of graphene sheet with attached spring-mass and damper system based on the nonlocal Eringen theory

Vibration of Plate with Mass-Spring Systems

Lateral Buckling Of A Thin-Walled Beam Subjected To Impulsive Load

Dynamic behaviour of a thin-walled beam due to impact are investigated through experiments, and a particular attention is paid to lateral buckling of the beam : T-shaped beam is chosen for tests and impact force is applied by a pendulum-type impact testing machine, of which weight itself is a load-cell and the impact force is measured. Strains of the beam are also measured by strain gages. On the other hand, static tests for lateral buckling of beam are carried out to examine the dynamic effects on the ultimate strength. These experimental results are compared with the calculated ones by the finite element method. The dynamic behaviours of the beam-component of frame structures are clarified through the investigation.

Lateral buckling of a thin-walled beam subjected to impulsive load

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Vibration of Plate with Mass-Spring Systems

Lateral Buckling Of A Thin-Walled Beam Subjected To Impulsive Load

Lateral buckling of a thin-walled beam subjected to impulsive load