Experimental analysis of prestressed pipelines vibrations

Authors

  • А. И. Айнабеков M. Auezov South Kazakhstan State University, Kazakhstan
  • У. С. Сулейменов M. Auezov South Kazakhstan State University, Kazakhstan
  • У. С. Сулейменов M. Auezov South Kazakhstan State University, Kazakhstan
  • К. В. Аврамов A. N. Podgorny Institute of Mechanical Engineering Problems of NAS Ukraine, Ukraine
  • К. В. Аврамов A. N. Podgorny Institute of Mechanical Engineering Problems of NAS Ukraine, Ukraine
  • А. Б. Молдагалиев M. Auezov South Kazakhstan State University, Kazakhstan
  • А. Б. Молдагалиев M. Auezov South Kazakhstan State University, Kazakhstan
  • М. А. Камбаров M. Auezov South Kazakhstan State University, Kazakhstan
  • М. А. Камбаров M. Auezov South Kazakhstan State University, Kazakhstan
  • Т. Т. Серикбаев M. Auezov South Kazakhstan State University, Kazakhstan
  • Т. Т. Серикбаев M. Auezov South Kazakhstan State University, Kazakhstan
  • Х. А. Абшенов M. Auezov South Kazakhstan State University, Kazakhstan
  • Х. А. Абшенов M. Auezov South Kazakhstan State University, Kazakhstan

Keywords:

pipeline, dynamic characteristic, prestress, coil parameters

Abstract

The data of experimental analysis of prestressed pipelines vibrations under the action of dynamic loads are presented. Resistance strain gages are used as a sensing device for strains measure. Direct – writing oscillograph and amplifier are used for secondary gaging equipment. The measurements of dynamic displacements are carried out by ring transducer. Shaker is used to excite the structure vibrations. The parameters of the structure free vibrations (eigenfrequencies and damping decrement) are investigated experimentally. The influence of the prestress in pipelines on this parameters is analyzed. The influence of the wire winding on strength and dynamics of pipelines is investigated experimentally. It is shown that the wire winding on the pipeline can be used to protect the structure on seismic excitation. It is possible to drive the dynamic properties of the structure by selection of the pipeline taping parameters. The majority phenomena, which are discussed in this paper, can not be obtained by numerical computations.

Author Biographies

А. И. Айнабеков, M. Auezov South Kazakhstan State University

Doctor of Technical Sciences

У. С. Сулейменов, M. Auezov South Kazakhstan State University

Doctor of Technical Sciences

У. С. Сулейменов, M. Auezov South Kazakhstan State University

Doctor of Technical Sciences

К. В. Аврамов, A. N. Podgorny Institute of Mechanical Engineering Problems of NAS Ukraine

Doctor of Technical Sciences

К. В. Аврамов, A. N. Podgorny Institute of Mechanical Engineering Problems of NAS Ukraine

Doctor of Technical Sciences

А. Б. Молдагалиев, M. Auezov South Kazakhstan State University

PhD

А. Б. Молдагалиев, M. Auezov South Kazakhstan State University

PhD

М. А. Камбаров, M. Auezov South Kazakhstan State University

PhD

М. А. Камбаров, M. Auezov South Kazakhstan State University

PhD

Т. Т. Серикбаев, M. Auezov South Kazakhstan State University

PhD

Т. Т. Серикбаев, M. Auezov South Kazakhstan State University

PhD

Х. А. Абшенов, M. Auezov South Kazakhstan State University

PhD

Х. А. Абшенов, M. Auezov South Kazakhstan State University

PhD

References

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A.B. Puchovski. Increase of seismic stability of metallic structures by prestress. Stroitel’stvo i architectura. 1984.- №4. – p.10-13.

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Published

2016-03-30

Issue

Section

Dynamics and Strength of Machines