alexa Effect of Single Fiber Pull Out Test Result on Flexural Performance of ECC
ISSN: 2165-784X

Journal of Civil & Environmental Engineering
Open Access

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Research Article

Effect of Single Fiber Pull Out Test Result on Flexural Performance of ECC

Rathod JD*
Applied Mechanics Department, Faculty of Technology and Engineering, The M.S. University of Baroda, Vadodara, India
Corresponding Author : Rathod JD
Applied Mechanics Department
Faculty of Technology and Engineering
The M.S. University of Baroda, Vadodara, India
Tel: 9426345579
E-mail: [email protected]
Received January 19, 2014; Accepted March 20, 2014; Published April 27, 2014
Citation: Rathod JD (2014) Effect of Single Fiber Pull Out Test Result on Flexural Performance of ECC. J Civil Environ Eng 4:140. doi: 10.4172/2165-784X.1000140
Copyright: © 2014 Rathod JD. This is an open-access article distributed under the terms of the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.
 

Abstract

Study of effect of single fiber pull out test result on flexural performance of Engineered Cementitious Composite (ECC) is carried out in the present work. Cement: sand ratios of 1:0.5, 1:1, 1:1.5, and 1:2 are used in composition of ECC. Beams of 20 and 30 mm depth are tested under displacement control and four point loading arrangement. First crack strength, ultimate strength, toughness index, deflection hardening and reserved flexural strength are evaluated. Single fiber pull out test of 6 mm embedded length is carried out to evaluate frictional bond strength. An equation is suggested to evaluate ultimate flexural strength of ECC considering effect of micromechanical parameters in general and frictional bond strength in particular.

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