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http://dx.doi.org/10.4334/JKCI.2015.27.5.521

Mechanical Characteristics of Ultra High Strength Concrete with Steel Fiber Under Uniaxial Compressive Stress  

Choi, Hyun-Ki (Dept. of Fire and Disaster Prevention Engineering, KyungNam University)
Bae, Baek-Il (Research Institute of Industrial Science, Hanyang University)
Choi, Chang-Sik (Dept. of Architectural Engineering, Hanyang University)
Publication Information
Journal of the Korea Concrete Institute / v.27, no.5, 2015 , pp. 521-530 More about this Journal
Abstract
Design of fiber reinforced ultra-high strength concrete members should be verified with analytical or experimental methods for safety. Members with compressive strength larger than limitation of current design code usually be designed with analytical verification using stress-strain relation of concrete and reinforcements. For this purpose, mechanical characteristics of steel fiber reinforced ultra-high strength concrete were defined under uniaxial compression. Mix proportions of test specimens were based on reactive powder concrete and straight steel fibers were mixed with different volume fraction. Compressive strength of matrix were distributed from 80 MPa to 200 MPa. Effect of fiber inclusion were investigated : increase of compressive strength of concrete, elastic modulus and strain corresponding to peak stress. For the wide range application of investigation, previously tested test specimens were collected and used for investigation and estimation equation. Based on the investigation and evaluation of previous research results and estimation equation of mechanical characteristics of concrete, regression equations were suggested.
Keywords
steel fiber reinforced ultra high strength concrete; compressive stress; elastic modulus; strain corresponding to peak stress; regression analysis;
Citations & Related Records
Times Cited By KSCI : 2  (Citation Analysis)
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1 Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2012, pp.600.
2 Popovics, S., A Numerical Approach to the Complete Stress- Strain Curve of Concrete, Cement and Concrete Research, Vol.3, No.5, 1973, pp.583-599.   DOI   ScienceOn
3 Sargin, M., Stress-Strain Relationship for Concrete and the Analysis of Structural Concrete Sections, Study 4, Solid Mechanics Division; University of Waterloo, Waterloo, Canada, 1971. pp.167.
4 Tomaszewicz, A., Betongens Arbeidsdiagram, SINTEF, STF65, A84065, Trondheim, 1984.
5 Carreira, D. J. and Chu, K. D., Stress-Strain Relationship for Plain Concrete in Compression, ACI Journal, Proc. Vol.82, No.6, 1985, pp.797-804.
6 Collins, M. P., Mitchell, D., and MacGregor, J. G., Structural Design Considerations for High-Strength Concrete, Concrete International : Design and Construction, Vol.15, No.5, 1993, pp.27-34.
7 Wee, T. H., Chin, M. S., and Mansur, M. A., Stress-Strain Relationship of High-Strength Concrete in Compression, Journal of Materials in Civil Engineering, Vol.8, No.2, 1996, pp.70-76.   DOI
8 Wang, P. T., Shah, S. P., and Naaman, A. E., Stress-Strain Curves of Normal and Lightweight Concrete in Compression, ACI Journal Proceedings, Vol.75, No.1978, pp.603-611.
9 Comite' Euro-International du Be'ton-Fe'de'ration Internationale de la Pre' contrainte. High Performance Concrete-Recommended Extensions to the Model Code 90, Research Needs. CEB, Bulletin dInformation 228. Lausanne, 1995, pp.60.
10 Attard, M. M. and Setunge, S., Stress-strain relationship of confined and unconfined concrete. ACI Materials Journal, Vol.93, No.5, 1996, pp.432-442.
11 Benjamin, A., Graybeal, Compressive Behavior of Ultra-High- Performance Fiber-Reinforced Concrete, ACI Materials Journal, Vol.104, No.2, 2007, pp.146-152.
12 Ros, M., Material-technological foundation and problems of reinforced concrete (Eidgenossische Materialprfifungs und Versuchsanstalt fur Industrie, Bauwesen and Gewerbe), Bericht No.162 , Zurich, Switzerland, 1950. pp.314.
13 Fafitis, A. and Shah, S. P., Predictions of ultimate behavior of confined columns subjected to large deformations, Ibid 82, No.4, 1985, pp.423-433.
14 De Nocolo, B., Pani, L., and Pozzo, E., Strain of concrete at peak compressive stress for a wide range of compressive strengths, Materials and Structures, Vol.27, 1994, pp.206-210.   DOI
15 European Commitee for Standardization (CEN), Design of concrete structures-Part 1-1: General rules and rules for buildings. Eurocode 2, Brussels, Belgium. 2004, pp.225.
16 Korea Concrete Institute, Concrete Design Code and Commentary, Kimoondang Publishing Company, Seoul, Korea, 2007, pp.523.
17 Soroushian, P. and Lee, C. H., Constitutive Modeling of Steel Fiber Reinforced Concrete under direct Tension and Compression. Fibre Reinforced Cements and Concretes : Recent Developments. Proceedings of an International Conference held at The University of Wales, Collige of Cardiff, School of Engineering, United Kingdom, Sep, 18-20, 1989.
18 Nataraja, M. C., Dhang, N., and Gupta, A. P., Stress-strain curves for steel-fiber reinforced concrete under compression, Cement and Concrete Composites, Vol.21, No.5-6, 1 December 1999, pp.383-390.   DOI   ScienceOn
19 Dhakal, R. P., Wang, C., and Mander, J. B., Behavior of steel fibre reinforced concrete in compression. Nanjing: International Symposium on Innovation & Sustainability of Structures in Civil Engineering, Nov 2005.
20 ACI Committee 318, Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary, American Concrete Institute, Farmington Hills, Mich., 2011, pp.391.
21 Salvador Martinez, Arthur H. Nilson, and Floyd 0. Slate, Spirally Reinforced High-Strength Concrete Columns, ACI Journal, 1984, Vol.81, No.5, pp.431-442.
22 Cook, J. E., 10,000 PSI Concrete. Concrete International: Design and Construction, Oct.989, Vol.11, No.10, pp.67-75.
23 Ahmad, Shuaib H. and Shah, Surendra P., Complete Triaxial Stress-Strain Curves for Concrete, Proceedings, ASCE, Vol.108, ST4, Apr. 1982, pp.728-742.
24 Gao, J., Sun, W., and Morino, K., Mechanical properties of steel fiber reinforced high strength light weight concrete., Cement Concrete Composite, Vol.19, pp.307-313.
25 Perera, S. V. T. J., Mutsuyoshi, H., and Asamoto, S., Properties of High-Strength Concrete, Proc. of 12th International Summer Symposium of Japan Society of Civil Engineers (JSCE), Funabashi-Japan, 2010.
26 Padmarajaiah, S. K., Influence of fibers on the behavior of high strength concrete in fully/partially prestressed beams : an experimental and analytical study, Ph.D. thesis, Indian Institute of Science, Bangalore, India. 1999.
27 KS L 5111, Flow table for use in tests of hydraulic cement, Korean Agency for Technology and Standards, 2007. pp.1-5.
28 KS F 2405, Standard Test Method for Compressive Strength of Concrete, Korean Agency for Technology and Standards, 2010. pp.1-16.
29 Kaiss, F. Sarsam, Ihsan, A. S., Al-Shaarbaf, Maha, M. S., Ridha, Experimental Investigation of Shear-Critical Reactive Powder Concrete Beams withoutWeb Reinforcement, Eng. &Tech. Journal, Vol.30, No.17, 2012, pp.2999-3022.
30 Dawood Abdulhai Pandor, Behavior of High Strength Fiber Reinforced Concrete Beams in shear, Thesis of Master of Science, Massachusetts institute of technology, Feb, 1994, pp.124.
31 Job Thomas and Ananth Ramaswamy, Mechanical Properties of Steel Fiber-Reinforced Concrete, Journal of Materials in Civil Engineering, Vol.19, No.5, May 1, 2007, pp.385-392.   DOI   ScienceOn
32 Kang, S. T. and Ryu, G. S., The Effect of Steel-Fiber Contents on the Compressive Stress-Strain Relation of Ultra High Performance Cementitious Composites (UHPCC), Journal of the Korea Concrete Institute, Vol.23, No.1, February, 2011, pp.67-75.   DOI   ScienceOn
33 Bhargava, P., Sharma, U. K., and Kaushil, K., Compressive stress-strain behavior of small scale steel fibre reinforced high strength concrete cylinders. Journal of Advanced Concrete Technology, Vol.14, No.1, 2006, pp.109-21.
34 Obata Kazuhiro, Sugano Shunsuke, Araki Hideo, Kitakaze Nobu, Murakami Yuichi, Shirai Kazuyoshi, and Kimura Hideki, An experimental study on the compressive properties of the super-high strength concrete, Architectural Institute of Japan, China Branch, Research report collection, Vol.25, March, 2002, pp.329-332.
35 Ou, Y. C., Tsai, M. S., Liu, K. Y., and Chang, K. C., Compressive Behavior of Steel-Fiber-Reinforced Concrete with a High Reinforcing Index, Journal of Materials in Civil Engineering, Vol.24, No.2, February 1, 2012, pp.207-215.
36 A. Samer Ezeldin, Perumalsamy N. Balaguru, Normal- and High-Strength Fiber Reinforced Concrete under Compression, Journal of Materials in Civil Engineering, Vol.4, No.4, November, 1992., pp.415-429.   DOI
37 Jo, B. W., Shon, Y. H., and Kim, Y. J., The Evalution of Elastic Modulus for Steel Fiber Reinforced Concrete, Russian Journal of Nondestructive Testing, Vol.37, No.2, 2001, pp.152D161. Translated from Defektoskopiya, No.2, 2001, pp.87D96.
38 Ramachandra Murthy, A., Nagesh R. Iyer, and B. K. Raghu Prasad, Evaluation of mechanical properties for high strength and ultrahigh strength concretes, Advances in Concrete Construction, Vol.1, No.4, 2013, pp.341-358.   DOI   ScienceOn
39 Nageh, N., Meleka, Alaa A. Bashandy, Mohamed A. Arab, Ultra High Strength Concrete Using Economical Materials, International Journal of Current Engineering and Technology, Vol.3, No.2, June 2013, pp.393-402.
40 Moldovan, D. and Magureanu, C., Stress-Strain Diagram For High Strength Concrete Elements In Flexure, Proc. 3rd Int. Conference, Advanced Composite Materials Engineering, CONMAT 2010, 27-29 October 2010, Brasov, Romania, Transilvania University Press of Brasov, pp.137-142.
41 Narayanan, R. and Darwish, I. Y. S., Use of Steel Fibers as Shear Reinforcement, ACI Structural Journal, Vol.84, No.3, 1987, pp.216-227.
42 Wasan, I. Khalil and Tayfur Y. R., Flexural Strength of Fibrous Ultra High Performance Reinforced Concrete Beams, ARPN Journal of Engineering and Applied Sciences, Vol.8, No.3, MARCH 2013, pp.200-21431.