Shear Behavior of Ultra-High-Performance Concrete Beams Reinforced with High-Strength Steel Bars

International Concrete Abstracts Portal

The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

  


Title: Shear Behavior of Ultra-High-Performance Concrete Beams Reinforced with High-Strength Steel Bars

Author(s): S. Ahmad, S. Bahij, M. A. Al-Osta, S. K. Adekunle, and S. U. Al-Dulaijan

Publication: Structural Journal

Volume: 116

Issue: 4

Appears on pages(s): 3-14

Keywords: concrete beam; cracking pattern; high-strength steel; mechanistic model; shear capacity; ultra-high-performance concrete (UHPC); ultra-high-performance fiber-reinforced concrete (UHPFRC)

DOI: 10.14359/51714484

Date: 7/1/2019

Abstract:
This study was conducted to investigate the effects of key structural parameters on the shear behavior of non-prestressed ultra-high-performance concrete (UHPC) beams passively reinforced with high-strength steel bars. The parameters studied were shear span to effective depth ratio a/d; volume fraction of steel fibers Vf ; longitudinal reinforcement ratio ρ; and stirrups spacing s. Ten beam specimens with cross-section dimension (width x depth) 5.91 x 8.86 in. (150 x 225 mm) were quasistatically loaded to failure on a simple span length of 68.9 in. (1.75 m), under a four-point loading configuration. The statistical analysis of the experimental data indicated that a/d, Vf, and s have significant effects on the shear capacity of UHPC beams, while the effects of ρ are quite insignificant. A mechanistic model for estimating the shear capacity of reinforced UHPC beams was developed, validated, and shown to be reasonably accurate.

Related References:

. Russell, H. G., and Graybeal, B. A., “Ultra-High Performance Concrete: A State-of-the-Art Report for the Bridge Community,” Federal Highway Administration (FHWA) U.S. Department of Transportation, Washington, DC, 2013, 176 pp.

2. Son, J.; Beak, B.; and Choi, C., “Experimental Study on Shear Strength for Ultra-High Performance Concrete Beam,” Proceedings of the 18th International Conference on Composites Materials (ICCM-18), Jeju Island, Korea, 2011.

3. Gustafsson, J., and Noghabai, K., “Steel Fibers as Shear Reinforcement in High Strength Concrete Beams,” Nordic Concrete Research Publications, V. 22, 1999, pp. 35-52.

4. Mansur, M.; Ong, K.; and Paramasivam, P., “Shear Strength of Fibrous Concrete Beams without Stirrups,” Journal of Structural Engineering, ASCE, V. 112, No. 9, 1986, pp. 2066-2079. doi: 10.1061/(ASCE)0733-9445(1986)112:9(2066)

5. Fehling, E.; Schmidt, M.; Walraven, J.; Leutbecher, T.; and Fröhlich, S., Ultra-High Performance Concrete UHPC: Fundamentals, Design, Examples, John Wiley & Sons, Inc., New York, 2014.

6. Baby, F.; Billo, J.; Renaud, J.-C.; Massotte, C.; Marchand, P.; Toutlemonde, F.; Simon, A.; and Lussou, P., “Shear Resistance of Ultra High Performance Fibre-Reinforced Concrete I-Beams,” 7th International Conference of Fracture Mechanics of Concrete and Concrete Structures, Jeju Island, Korea, 2010, pp. 1411-1417.

7. Naik, U., and Kute, S. Y., “Effect of Shear Span to Depth Ratio on Shear Strength of Steel Fiber Reinforced High Strength Concrete Deep Beam using ANN,” International Journal of Engineering Research & Technology, V. 3, No. 6, 2014, pp. 927-930.

8. Ahmad, S., and Elahi, A., “Effect of Reinforcement Ratio & Shear Span on Shear Strength of High Strength Concrete,” 28th Conference on Our World in Concrete & Structures, Singapore, Aug. 28-29, 2003.

9. Awadallah, Z. H.; Ahmed, M. M.; Farghal, O. A.; and Fahmy, M. F., “Some Parameters Affecting Shear Behavior of High Strength Fiber Reinforced Concrete Beams Longitudinally Reinforced With BFRP Rebars,” Journal of Engineering Sciences, V. 42, No. 5, 2014, pp. 1163-1178.

10. Ciprian, Ţ.; Dan, B.; Victor, V.; and Cornelia, M., “Ultra High Performance Fiber Reinforced Concrete ‘I’ Beams Subjected to Shear Action,” Acta Technica Napocensis: Civil Engineering & Architecture, V. 55, No. 2, 2012, pp. 121-6.

11. Hegger, J., and Bertram, G., “Shear Carrying Capacity of Ultra-High Performance Concrete Beams,” Tailor Made Concrete Structures, Walraven & Stoelhorst, London, UK, 2008, pp. 341-347.

12. Kolhapure, B., “Shear Behavior of Reinforced Concrete Slender Beams Using High-Strength Concrete,” International Journal of Research in Engineering & Technology, V. 2, No. 13, 2013, pp. 79-84.

13. Voo, Y. L.; Poon, W. K.; and Foster, S. J., “Shear Strength of Steel Fiber-Reinforced Ultra-high-Performance Concrete Beams without Stirrups,” Journal of Structural Engineering, ASCE, V. 136, No. 11, 2010, pp. 1393-1400. doi: 10.1061/(ASCE)ST.1943-541X.0000234

14. Narayanan, R., and Darwish, I. Y. S., “Use of Steel Fibers as Shear Reinforcement,” ACI Structural Journal, V. 84, No. 3, May-June 1987, pp. 216-227.

15. Campione, G.; La Mendola, L.; and Mangiavillano, M. L., “Steel Fiber-Reinforced Concrete Corbels: Experimental Behavior and Shear Strength Prediction,” ACI Structural Journal, V. 104, No. 5, Sept.-Oct. 2007, pp. 570-579.

16. Ashour, S. A.; Hasanain, G. S.; and Wafa, F. F., “Shear Behavior of High-Strength Fiber Reinforced Concrete Beams,” ACI Structural Journal, V. 89, No. 2, Mar.-Apr. 1992, pp. 176-184.

17. Wang, C. K.; Salmon, C. G.; and Pincheira, J. A., Reinforced Concrete Design, seventh edition, Wiley, New York, 2006.

18. Bresler, B., and MacGregor, J. G., “Review of Concrete Beams Failing in Shear,” Journal of the Structural Division, ASCE, V. 93, No. 1, 1967, pp. 343-372.

19. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 2014, 519 pp.

20. Collins, M. P., and Kuchma, D., “How Safe Are Our Large, Lightly Reinforced Concrete Beams, Slabs, and Footings?” ACI Structural Journal, V. 96, No. 4, July-Aug. 1999, pp. 482-490.

21. Jeong, C.-Y.; Kim, H.-G.; Kim, S.-W.; Lee, K.-S.; and Kim, K.-H., “Size Effect on Shear Strength of Reinforced Concrete Beams with Tension Reinforcement Ratio,” Advances in Structural Engineering, V. 20, No. 4, 2017, pp. 582-594.

22. Aziz, O. Q., and Ali, M. H., “Shear Strength and Behavior of Ultra-High Performance Fiber Reinforced Concrete (UHPC) Deep Beams without Web Reinforcement,” International Journal of Civil Engineering Structures, V. 2, No. 3, 2003, pp. 85-96.

23. Graybeal, B., “Material Property Characterization of Ultra-High Performance Concrete,” Report No. FHWA-HRT-06-103, U.S. Department of Transportation, Federal Highway Administration, Washington, DC, 2006.

24. Kwak, Y.-K.; Eberhard, M. O.; Kim, W.-S.; and Kim, J., “Shear Strength of Steel Fiber-Reinforced Concrete Beams without Stirrups,” ACI Structural Journal, V. 99, No. 4, July-Aug. 2002, pp. 530-538.

25. Lim, W.-Y.; and Hong, S.-G., “Shear Tests for Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) Beams with Shear Reinforcement,” International Journal of Concrete Structures and Materials, V. 10, No. 2, 2016, pp. 177-188.


ALSO AVAILABLE IN:

Electronic Structural Journal



  

Edit Module Settings to define Page Content Reviewer