Manuscript Number : IJSRSET1738190
Confinement of RCC Circular Columns through Intermittent MS Rings
Authors(2) :-Chaitanya Mishra, Dr. A. N. Patel
Strengthening of Reinforced cement concrete (RCC) columns has now become one of the areas of study in construction industry across the world. One of the deficiencies in RCC columns is the lack of lateral confinement and low energy absorption capacity. Researchers are working on the techniques by which such deficiencies can be minimized during construction stage. The strength, ductility and energy absorption capacity of Confined RCC columns during construction can be enhanced by providing external confinement by employing Mild steel rings. This paper deals with determining experimentally. The safe loads for various confining patterns of plain M.S. rings on circular R.C.C. columns and to establish relation between different grades of concrete (M-20,M-25) in circular R.C.C.columns with confining architectural patterns. For this the R.C. concrete circular column specimens of 150 dia. were prepared. 45 no. of specimens were prepared for M-20 grade of concrete & 45 nos. of specimens were also prepared for M-25 grade of concrete. This paper also deals with to evaluate the effect of % of steel in confined circular R.C.C. columns and study of various failure modes.
Chaitanya Mishra
Confinement, Reinforced Cement Concrete, Circular Column, Mild Steel Ring
Publication Details
Published in :
Volume 3 | Issue 8 | November-December 2017 Article Preview
Research Scholar, Mewar University, Gangrar chittorgarh, Rajasthan, India
Dr. A. N. Patel
Guide, Mewar University, Gangrar chittorgarh, Rajasthan, India
Date of Publication :
2017-12-31
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) :
684-687
Manuscript Number :
IJSRSET1738190
Publisher : Technoscience Academy
Journal URL :
http://ijsrset.com/IJSRSET1738190
