Skip to main content
Log in

Effect of combination of steel fiber and MgO-type expansive agent on properties of concrete

  • Published:
Journal of Wuhan University of Technology-Mater. Sci. Ed. Aims and scope Submit manuscript

Abstract

The effect of combination of steel fiber and MgO-type expansive agent (MEA) on strength, air-permeability and porosity of concrete was investigated. The porosity and air-permeability of concrete were determined by method of evaporated water and Torrent permeability tester, respectively. Pore structures of mortars in concrete were analyzed using mercury intrusion porosimetry (MIP). Interfacial structures between steel fibers and matrix were examined by use of optical microscope. The experimental results show that improvement of pore structures of mortar and fiber-matrix interfacial structure in concrete by combination of steel fiber and MEA may remarkably increase properties of concrete. In comparison with plain concrete, compressive strength and splitting tensile strength of steel fiber reinforced expansive concrete increased by 15.3% and 38.1%, permeability coefficient K t, penetration depth L and porosity of concrete decreased by 41.1%, 21.3% and 13.1% at 28 days, respectively.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Carolyn Dry, Mindy Corsaw. A Comparison of Bending Strength between Adhesive and Steel Reinforced Concrete with Steel only Reinforced Concrete[J]. Cement and Concrete Research, 2003, 33: 1723–1727

    Article  CAS  Google Scholar 

  2. Bencardino F, Rizzuti L, Spadea G, et al. Experimental Evaluation of Fiber Reinforced Concrete Fracture Properties[J]. Composites, Part B: Engineering, 2010, 41: 17–24

    Article  Google Scholar 

  3. Bencardino F, Rizzuti L, Spadea G, et al. Stress-strain Behavior of Steel Fiber-reinforced Concrete in Compression[J]. Journal of Materials in Civil Engineering, 2008, 20: 255–263

    Article  CAS  Google Scholar 

  4. Amr S. El-Dieb. Mechanical, Durability and Microstructural Characteristics of Ultra-high-strength Self-compacting Concrete Incorporating Steel Fibers[J]. Materials & Design, 2009, 30: 4286–4292

    Article  CAS  Google Scholar 

  5. Graybeal B A. Compressive Behavior of Ultra-high Performance Fiber Reinforced Concrete[J]. ACI Materials Journal, 2007, 104: 146–152

    Google Scholar 

  6. Sivakumar A, Santhanam M. Mechanical Properties of High-Strength Concrete Reinforced with Metallic and Non-metallic Fibers[J]. Cement and Concrete Composites, 2007, 29: 603–608

    Article  CAS  Google Scholar 

  7. Köksal F, Altun F, Yiğit I, et al. Combined Effect of Silica Fume and Steel Fiber on the Properties of High-strength Concretes[J]. Construction and Building Materials, 2008, 22: 1874–1880

    Article  Google Scholar 

  8. Maltese C., Pistolesi C., Lolli A., et al. Combined Effect of Expansive and Shrinkage Reducing Admixtures to Obtain Stable and Durable Mortars[J]. Cement and Concrete Research, 2005, 35: 2244–2251

    Article  CAS  Google Scholar 

  9. Hu Shuguang, Li Yue. Research on the Hydration, Hardening Mechanism, and Microstructure of High Performance Expansive Concrete[J]. Cement and Concrete Research, 1999, 29: 1013–1017

    Article  CAS  Google Scholar 

  10. Mo Liwu. Microstructure and Property of MgO-type Expansive Agent[D]. Nanjing: Nanjing University of Technology, 2008 (in Chinese)

    Google Scholar 

  11. Li Chengmu. Basic Mechanics and Long-term Durability of Concrete Mixed With MgO[J]. Advances in Science and Technology of Water Resources, 2000, 20: 30–35, 69 (in Chinese)

    Google Scholar 

  12. Ngala V T, Page C L. Effects Carbonation on Pore Structure and Diffusion Properties of Hydrated Cement Pastes[J]. Cement and Concrete Research, 1997, 27: 995–1007

    Article  CAS  Google Scholar 

  13. Liu Jun, Tian Yue, Liu Zhi. Study on Porosity of Low-Temperature Concrete with Mineral Admixture[J]. Journal of Shengyang Jianzhu University (Natural Science), 2007, 23: 597–601 (in Chinese)

    Google Scholar 

  14. Torrent R, Frenzer G. A Method for Rapid Determination of the Coefficient of Permeability of the “Covercrete”[C]. In: International Symposium Non-destructive Testing in Civil Engineering, Proceedings (NDT-CE), 1995:985–992

  15. Torrent R. A Two-chamber Vacuum Cell for Measuring the Coefficient of Air-permeability of the Concrete Cover on Site[J]. Materials and Structures, 1992, 25: 358–365

    Article  CAS  Google Scholar 

  16. Lee J Y, Kim T Y, Kim T J, et al. Interfacial Bond Strength of Glass Fiber Reinforced Polymer Bars in High-strength Concrete[J]. Composites, Part B: Engineering, 2009, 39: 258–270

    Article  Google Scholar 

  17. Wu Zhongwei, Lian Huizhen. High Performance Concrete[M]. Beijing: Chinese Railway Press, 1999

    Google Scholar 

  18. Mo Liwu, Deng Min, Tang Mingshu. Effects of Calcination Condition on Expansion Property of MgO-type Expansive Agent Used in Cement-based Materials[J]. Cement and Concrete Research, 2010, 40: 437–446

    Article  CAS  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Min Deng  (邓敏).

Additional information

Funded by the National Basic Research Program of China (2009CB623105), the “11th Five-Year Plan” Scientific and Technological Support Project of China (2006BAF02A25)

Rights and permissions

Reprints and permissions

About this article

Cite this article

Wang, A., Deng, M., Sun, D. et al. Effect of combination of steel fiber and MgO-type expansive agent on properties of concrete. J. Wuhan Univ. Technol.-Mat. Sci. Edit. 26, 786–790 (2011). https://doi.org/10.1007/s11595-011-0311-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11595-011-0311-4

Key words

Navigation