INVESTIGATION OF VIBRATIONS OF REINFORCED CONCRETE RIBBED SHELLS

The study of vibrational movements and transients in deformable shells is of great practical importance. Structures in the form of plates and shells interacting with the elastic medium are widely used in engineering and construction. The article studies the stress-strain state (SSS) of flat reinforced concrete ribbed shells under the action of short-term and long-term loads. It is assumed that the rheological properties of reinforced concrete obey the linear theory of hereditary creep. The analysis of the results of testing the strength and stability of shells, supported by ribs, and their comparison with similar results of the calculation of smooth shells, both for linear-elastic deformation and creep problems. It is shown that the study of reinforced concrete shells cannot take into account factors such as geometric nonlinearity and transverse shifts.

Publication Details

Journal
Zenodo (CERN European Organization for Nuclear Research)
Published
2024-12-01
DOI
https://doi.org/10.5281/zenodo.14252716
Primary Topic
Structural mechanics and materials
Type
article
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article

INVESTIGATION OF VIBRATIONS OF REINFORCED CONCRETE RIBBED SHELLS

Zenodo (CERN European Organization for Nuclear Research)
Structural mechanics and materials
article

INVESTIGATION OF VIBRATIONS OF REINFORCED CONCRETE RIBBED SHELLS

article en

Abstract

The study of vibrational movements and transients in deformable shells is of great practical importance. Structures in the form of plates and shells interacting with the elastic medium are widely used in engineering and construction. The article studies the stress-strain state (SSS) of flat reinforced concrete ribbed shells under the action of short-term and long-term loads. It is assumed that the rheological properties of reinforced concrete obey the linear theory of hereditary creep. The analysis of the results of testing the strength and stability of shells, supported by ribs, and their comparison with similar results of the calculation of smooth shells, both for linear-elastic deformation and creep problems. It is shown that the study of reinforced concrete shells cannot take into account factors such as geometric nonlinearity and transverse shifts.

Zenodo (CERN European Organization for Nuclear Research)
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