Tuesday, November 15, 2016

IJSRD JOURNAL ICV (Index Copernicus Value) for 2015 : 64.81

International Journal for Scientific Research and Development [IJSRD]


Thank you for All Authors for your Support and Positive response. We Achieve ICV (Index Copernicus Value) for 2015.

IJSRD NEW ICV
  

IJSRD ICV (Index Copernicus Value) for 2015 : 64.81



ISSN (Online)    : 2321-0613
Subject Category   : Engineering Science and Technology
Frequency           : Monthly, 12 issues per year
Published by           : I.J.S.R.D. , INDIA
Publication Charges  : 750 INR
Impact Factor           : 2.39

Thursday, October 6, 2016

Call for Papers | ijsrd journal | October 2016 - vol. 4 issue 8

Paper Submission open for October- 2016 vol. 4 issue 8


  1. Last Date of Submission : October 25, 2016
  2. Acceptance Notification : within 4 - 6 days after submission 
  3. Faster Online Peer Review E-Journal
  4. ISSN (Online) : 2321-0613
  5. Frequency : Monthly, 12 issues per year
  6. Publication Charges : 750 INR
  7. Impact Factor : 2.39

Call For Paper | IJSRD Journal | October 2016 | Vol. 4 Issue - 8 | Impact Factor : 2.39


Wednesday, June 29, 2016

Friday, April 1, 2016

Experimental Investigation on the Effect of Bond Strength of Steel Bars | IJSRD Vol : 4, Iss : 1

Experimental Investigation on the Effect of Bond Strength of Steel Bars

Author(s):

  1. Praveen Kumar.T.H
  2. Dr. A.R.Santhakumar
  3. Mrs.T.Swedha 

Keywords:

Bond strength, Slip, Ribbed bars, RILEM, Reinforced concrete, Rib geometry, Flexure

Abstract

This paper investigates about the Bond-Slip behaviour of steel rebars in reinforced concrete for Plain and Ribbed reinforcing bars. Bond strength is influenced by the rib pattern of the bar and RILEM suggested some recommendations to increase the bond strength of the concrete. Two grades of concrete M25 and M30 were casted. A total of 20 specimens were casted using 25mm bar. Twelve cube specimens were casted without reinforcement and casting done in horizontal position and Eight flexure beams were casted. The bond stress-slip response was studied. Pullout test was used to test the cube specimens. Graphical comparison were done between the Load vs Slip and Load vs Displacement for RILEM standards. Slip was measured using LVDT at both ends. Ribbed bars showed better bond strength compared to plain bars and bond strength obtained from both tests produced same results.

Other Details

Paper ID: IJSRDV4I11203
Published in: Volume : 4, Issue : 1
Publication Date: 01/04/2016
Page(s): 914-919

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