1997The Journal of the Acoustical Society of AmericaRequires access

Instability of an elastically supported Timoshenko beam under a traveling inertia load

Seroj Mackertich

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Abstract

The instability of an elastically supported infinite Timoshenko beam under constant velocity traveling inertia load has been investigated. The regions of dynamic instability are determined for different values of the elastic foundation constant. Since the occurrence of this dynamic instability reduces the axial buckling load of the beam, the result is important for the study of buckling of a continuous beam.

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What this paper is about

The instability of an elastically supported infinite Timoshenko beam under constant velocity traveling inertia load has been investigated. The regions of dynamic instability are determined for different values of the elastic foundation constant. Since the occurrence of this dynamic instability reduces the axial buckling load of the beam, the result is important for the study of buckling of a continuous beam.

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Available abstract

The instability of an elastically supported infinite Timoshenko beam under constant velocity traveling inertia load has been investigated. The regions of dynamic instability are determined for different values of the elastic foundation constant. Since the occurrence of this dynamic instability reduces the axial buckling load of the beam, the result is important for the study of buckling of a continuous beam.

Key concepts: Instability, Timoshenko beam theory, Inertia, Beam (structure), Buckling, Constant (computer programming), Moment of inertia, Mechanics

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