Experimental Validation of Splitting Tensile Strength of Self Consolidating Concrete

Article Preview

Abstract:

The American Concrete Institute (ACI) code of concrete design ACI 318, and many other concrete codes report expressions for estimating splitting tensile strength as a function of the specified concrete compressive strength. However, for self-consolidating concreate, research is still needed to develop reliable expressions for the prediction of splitting tensile strength. Mohamed et al. [1] proposed an expression for splitting tensile strength of sustainable self-consolidating concrete in which cement was partially replaced with fly Ash, silica fume, and ground granulated blast furnace slag (GGBS). This paper presents validation of the splitting tensile strength expression using additional test data in which concrete mixes were prepared using various water/cement ratios. expression developed by Mohamed et. al. [1] exhibits excellent correlation with test data as demonstrated in this paper.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

308-312

Citation:

Online since:

April 2017

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] O. A. Mohamed, Z. I. Syed, O. F. Najm, Splitting tensile strength of sustainable self-consolidating concrete. International Conference on Sustainable Design, Engineering and Construction, Elsevier Ltd., (2016), pp.1218-1225.

DOI: 10.1016/j.proeng.2016.04.157

Google Scholar

[2] ACI 363R. Report on high strength concrete. Farmington Hills: American Concrete Institute, (2010).

Google Scholar

[3] F. A. Oluokun, Prediction of Concrete Tensile Strength from Its Compressive Strength: Evaluation of Existing Relations for Normal Weight Concrete, Aci Mater. J. 88(3) (1991) 302-309.

DOI: 10.14359/1942

Google Scholar

[4] F. A. Oluokun, E. G. Burdette, J. H. Deatherage, Splitting Tensile Strength and Compressive Strength Relationship at Early Ages, ACI Mater. J. 88(2) (1991) 115-121.

DOI: 10.14359/1859

Google Scholar

[5] S. F. Freyne, B. W. Russell, T. D. Bush, W. M. Hale, Comparing Different Cements in High-Performance Concrete, ACI Mater. J. 101(6) (2004) 435-441.

Google Scholar

[6] C. Gaedicke, A. Torres, K. Huynh, A. Marines, A method to correlate splitting tensile strength and compressive strength of pervious concrete cylinders and cores. Construction and Building Materials, Elsevier, (2016), pp.271-278.

DOI: 10.1016/j.conbuildmat.2016.08.031

Google Scholar

[7] M. F. Zain, H. B. Mahmud, A. Ilham, M. Faizal, Prediction of splitting tensile strength of high-performance concrete. Cement and Concrete Research, Pergamon, (2002), pp.1251-1258.

DOI: 10.1016/s0008-8846(02)00768-8

Google Scholar

[8] C. Druta, Tensile strength and bonding characteristics of self-compacting concrete. M.A. Thesis, Louisiana State University, Louisiana, (2003).

DOI: 10.31390/gradschool_theses.4228

Google Scholar

[9] ASTM- C 39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. West Conshohocken: ASTM international, (1994).

Google Scholar

[10] ASTM- C496, Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. West Conshohocken: ASTM international, (1996).

Google Scholar

[11] ACI 318, Building code requirements for structural concrete and commentary, American Concrete Institute, Farmington Hills, Mich, (2014).

Google Scholar

[12] ACI 363R, State-of-the-Art Report on High-Strength Concrete, American Concrete Institute, Farmington Hills, Mich, (1992).

Google Scholar

[13] JSCE, Standard specifications for concrete structures-2002, Materials and Construction, Japan Society of Civil Engineers, (2002).

Google Scholar

[14] JSCE, Standard specifications for concrete structures-2007, Materials and Construction, Japan Society of Civil Engineers, (2007).

Google Scholar

[15] CEB-FIB Model Code for Concrete Structures, Evaluation of the Time Dependent Behaviour of Concrete, (1991).

Google Scholar

[16] J. M. Raphael, Tensile Strength of Concrete, ACI J. Proceed. 81(2) (1984) 158-165.

Google Scholar

[17] N. J. Gardner, Effect of Temperature on the Early-Age Properties of Type I, Type III, and Type I/Fly Ash Concretes, ACI Mater. J. 87(1) (1990) 68-78.

DOI: 10.14359/2381

Google Scholar