For Libraries For Publication Open Access Downloads About Us Contact Us
Paper Titles
Characterization of Langkawi Black Sand for the Recovery of Titanium
p.70
Forming Mechanism of Composite Abrasive Grains in Oxide Film on ELID Wheel and its Microstructure
p.77
Mathematical Model of the Influence of Chemisorption Process on Electrophysical Parameters of Nanosized ZnO Films
p.82
Esterification of Rice Straw Cellulose Using Microwave Heating for Plastic Film Preparation
p.86
Hardness and Texture Evolution of Sputtered TiN Thin Films with Different Thicknesses on Ti6Al4V Substrate
p.91
An Effect of Coating Parameters to Dry Film Thickness in Spray Coating Process
p.95
Compressive Strength Effects on Flexural Behavior of Steel Fiber Reinforced Concrete
p.101
Experimental and Theoretical Analysis of I-Pillars of Noise Barriers Made of Prestressed Steel Fiber Concrete, Prestressed Concrete and Reinforced Concrete with Footings Length of 600 mm
p.105
Control of Drying Shrinkage of Magnesium Silicate Hydrate Gel Cements
p.109

Compressive Strength Effects on Flexural Behavior of Steel Fiber Reinforced Concrete

Article Preview

Abstract:

This paper presents results of experimental investigation to evaluation the effects of compressive strength on flexural behavior of steel fiber-reinforced concrete (SFRC). For this purpose, normal and high strength SFRCs with two different fiber volume fractions of 0.5 and 1.0% were prepared. Compressive strength, modulus of elasticity, flexural strength and toughness were measured with tests on SFRC cylinders and prisms. Test results indicated that steel fiber volume fraction significantly affects the flexural strength and toughness of SFRC. However, the high strength SFRC showed reduction in flexural toughness compared with the normal strength SFRC. It can be concluded that flexural behavior of SFRC depends on both compressive strength and fiber volume fraction.

You might also be interested in these eBooks
Proceeding of the International Conference on Materials Engineering and Nanotechnology 2016 View Preview

Info:

Periodical:

Key Engineering Materials (Volume 709)

Pages:

101-104

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.709.101

Citation:

Cite this paper

Online since:

September 2016

Authors:

Seok Joon Jang, Gwon Young Jeong, Mi Hwa Lee, Keitetsu Rokugo, Hyun Do Yun*

Keywords:

Compressive Strength, Concrete, Flexural Behavior, Steel Fiber, Toughness

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

© 2016 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

References

[1] Abid A. Shah and Y. Ribakov: Materials and Design 32 (2011) 4122-4151.

Google Scholar

[2] .

Google Scholar

[2] Fuat Kokal, Fatih Altun, Ilhami Yigit and Yusa Sahin: Construction and Building Materials 22 (2008) 1874-1880.

Google Scholar

[3] Parviz Soroushian and Ziad Baysi: ACI Material Journal 88. 2(1991) 129-134.

Google Scholar

[4] KS F 2405: Korean Standards Association (2010) 1-6.

Google Scholar

[5] ASTM C 1609: American Society for Testing and Materials Standards (2012) 1-9.

Google Scholar

[6] S. J. Jang, K. L. Lee and H. D. Yun: Journal of the Architectural Institute of Korea 31. 2 (2015) 45-54.

Google Scholar

[7] Semsi Yazici, Gozde Inan and Volkan Tabak: Construction and Building Materials 21 (2007) 1250-1253.

Google Scholar

[8] P. S Song and S. Hwang: Construction and Building Materials 18(2004) 669-673.

Google Scholar

[9] Building Code Requirements for Structural Concrete: ACI Committee 318 (2011) 77, 170-171.

Google Scholar

[10] Yusa Sahin and Fuat KoKsal: Construction and Building Materials 25 (2011) 1801-1806.

Google Scholar

© 2025 Trans Tech Publications Ltd. All rights are reserved, including those for text and data mining, AI training, and similar technologies. For open access content, terms of the Creative Commons licensing CC-BY are applied.
Scientific.Net is a registered trademark of Trans Tech Publications Ltd.