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Flexural behaviour of concrete corbels containing steel fibers or wrapped with FRP sheets

Campione, G. / La Mendola, L. / Papia, M.

Abstract In the present paper an analytical and experimental investigation referring to the flexural behaviour of reinforced concrete corbels subjected to vertical forces is presented. For fixed shape and dimensions of the corbels the experimental investigation analyses the effects of the following: longitudinal and transverase steel reinforcements; fiber reinforced concrete (FRC) with hooked steel fibers; external wrapping retrofitting technique with a thin layer of carbon fiber sheet (CFRP). The analytical model based on equivalent truss structures, allows one to determine the bearing capacity of corbels, distinguishing the different ultimate states reached. The analytical results are then compared with experimental values, showing good agreement.

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Flexural behaviour of concrete corbels containing steel fibers or wrapped with FRP sheets

Campione, G. / La Mendola, L. / Papia, M.

Abstract In the present paper an analytical and experimental investigation referring to the flexural behaviour of reinforced concrete corbels subjected to vertical forces is presented. For fixed shape and dimensions of the corbels the experimental investigation analyses the effects of the following: longitudinal and transverase steel reinforcements; fiber reinforced concrete (FRC) with hooked steel fibers; external wrapping retrofitting technique with a thin layer of carbon fiber sheet (CFRP). The analytical model based on equivalent truss structures, allows one to determine the bearing capacity of corbels, distinguishing the different ultimate states reached. The analytical results are then compared with experimental values, showing good agreement.

Flexural behaviour of concrete corbels containing steel fibers or wrapped with FRP sheets

Campione, G. / La Mendola, L. / Papia, M.

Abstract In the present paper an analytical and experimental investigation referring to the flexural behaviour of reinforced concrete corbels subjected to vertical forces is presented. For fixed shape and dimensions of the corbels the experimental investigation analyses the effects of the following: longitudinal and transverase steel reinforcements; fiber reinforced concrete (FRC) with hooked steel fibers; external wrapping retrofitting technique with a thin layer of carbon fiber sheet (CFRP). The analytical model based on equivalent truss structures, allows one to determine the bearing capacity of corbels, distinguishing the different ultimate states reached. The analytical results are then compared with experimental values, showing good agreement.

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Title:

Flexural behaviour of concrete corbels containing steel fibers or wrapped with FRP sheets

Contributors:

Campione, G. (author) / La Mendola, L. (author) / Papia, M. (author)

Published in:

Materials and Structures ; 38

Publication date:

2005

ISSN:

DOI:

https://doi.org/10.1007/BF02481593

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Steel Reinforcement , Fiber Reinforce Polymer , Fiber Reinforce Concrete , Steel Fiber , Plain Concrete

Classification:

BKL: 56.45 Baustoffkunde / 51.30 Werkstoffprüfung, Werkstoffuntersuchung
Local classification TIB: 275/6500 / 250/6500

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