BEHAVIOR OF FERROCEMENT CONFINED REINFORCED-CONCRETE (FCRC) UNDER AXIAL-COMPRESSION

Authors
Citation
Dr. Seshu et Ak. Rao, BEHAVIOR OF FERROCEMENT CONFINED REINFORCED-CONCRETE (FCRC) UNDER AXIAL-COMPRESSION, Materials and structures, 31(213), 1998, pp. 628-633
Citations number
10
Categorie Soggetti
Engineering, Civil","Material Science","Construcion & Building Technology
Journal title
ISSN journal
13595997
Volume
31
Issue
213
Year of publication
1998
Pages
628 - 633
Database
ISI
SICI code
1359-5997(1998)31:213<628:BOFCR
Abstract
An experimental investigation on the behaviour of ferrocement confined reinforced concrete (FCRC) under axial compression, by varying the sp ecific surface factor (Si) which controls the behaviour of ferrocement , is presented. A total of 270 prisms of size 150 x 150 x 300 mm were tested. The results indicated that additional confinement in the form of ferrocement shell improved the ultimate strength, strain at ultimat e strength and the ductility of concrete. The improvement is in propor tion to the S-f of the ferrocement shell for a given confinement index (C-i) of the lateral reinforcement.