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FINITE ELEMENT MODELING OF CAMBER OF PRESTRESSED CONCRETE BEAMS

Peter P. Gaigerov

For large-span reinforced concrete beam structures developed by the method of determining the camber due to the prestressing of a steel rope on the concrete. Performed numerical experiments to study the impact of various schemes layout prestressed reinforcement without bonding with concrete on the distribution of the relief efforts along the path of the reinforcement.

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FINITE ELEMENT MODELING OF CAMBER OF PRESTRESSED CONCRETE BEAMS

Peter P. Gaigerov

For large-span reinforced concrete beam structures developed by the method of determining the camber due to the prestressing of a steel rope on the concrete. Performed numerical experiments to study the impact of various schemes layout prestressed reinforcement without bonding with concrete on the distribution of the relief efforts along the path of the reinforcement.

FINITE ELEMENT MODELING OF CAMBER OF PRESTRESSED CONCRETE BEAMS

Peter P. Gaigerov

For large-span reinforced concrete beam structures developed by the method of determining the camber due to the prestressing of a steel rope on the concrete. Performed numerical experiments to study the impact of various schemes layout prestressed reinforcement without bonding with concrete on the distribution of the relief efforts along the path of the reinforcement.

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Title:

FINITE ELEMENT MODELING OF CAMBER OF PRESTRESSED CONCRETE BEAMS

Contributors:

Peter P. Gaigerov (author)

Published in:

International Journal for Computational Civil and Structural Engineering, Vol 13, Iss 4 (2017)

Publication date:

2017

ISSN:

2587-9618 , 2588-0195

DOI:

https://doi.org/10.22337/2587-9618-2017-13-4-58-65

Type of media:

Article (Journal)

Type of material:

Electronic Resource

Language:

Unknown

Keywords:

finite element method, pre-stressing concrete, the stiffness matrix of the truss, combined and plane multilinear finite elements× , Materials of engineering and construction. Mechanics of materials , TA401-492

Metadata by DOAJ is licensed under CC BY-SA 1.0

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