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Behaviour of ferrocement confined reinforced concrete (FCRC) under axial compression

Seshu, D. R. / Rao, A. K.

Abstract An experimental investigation on the behaviour of ferrocement confined reinforced concrete (FCRC) under axial compression, by varying the specific surface factor ($ S_{f} $) which controls the behaviour of ferrocement, is presented. A total of 270 prisms of size 150×150×300 mm were tested. The results indicated that additional confinement in the form of ferrocement shell improved the ultimate strength, strain at ultimate strength and the ductility of concrete. The improvement is in proportion to the $ S_{f} $ of the ferrocement shell for a given confinement index ($ C_{i} $) of the lateral reinforcement.

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Behaviour of ferrocement confined reinforced concrete (FCRC) under axial compression

Seshu, D. R. / Rao, A. K.

Abstract An experimental investigation on the behaviour of ferrocement confined reinforced concrete (FCRC) under axial compression, by varying the specific surface factor ($ S_{f} $) which controls the behaviour of ferrocement, is presented. A total of 270 prisms of size 150×150×300 mm were tested. The results indicated that additional confinement in the form of ferrocement shell improved the ultimate strength, strain at ultimate strength and the ductility of concrete. The improvement is in proportion to the $ S_{f} $ of the ferrocement shell for a given confinement index ($ C_{i} $) of the lateral reinforcement.

Behaviour of ferrocement confined reinforced concrete (FCRC) under axial compression

Seshu, D. R. / Rao, A. K.

Abstract An experimental investigation on the behaviour of ferrocement confined reinforced concrete (FCRC) under axial compression, by varying the specific surface factor ($ S_{f} $) which controls the behaviour of ferrocement, is presented. A total of 270 prisms of size 150×150×300 mm were tested. The results indicated that additional confinement in the form of ferrocement shell improved the ultimate strength, strain at ultimate strength and the ductility of concrete. The improvement is in proportion to the $ S_{f} $ of the ferrocement shell for a given confinement index ($ C_{i} $) of the lateral reinforcement.

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Title:

Behaviour of ferrocement confined reinforced concrete (FCRC) under axial compression

Contributors:

Seshu, D. R. (author) / Rao, A. K. (author)

Published in:

Materials and Structures ; 31

Publication date:

1998

ISSN:

DOI:

https://doi.org/10.1007/BF02480614

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Peak Load , Ultimate Load , Ultimate Strength , Reinforced Concrete , Axial Compression

Classification:

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

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