Mechanical Behavior and Design Properties of Ultra-High- Performance Concrete (Open Source)

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Title: Mechanical Behavior and Design Properties of Ultra-High- Performance Concrete (Open Source)

Author(s): Rafic G. El-Helou, Zachary B. Haber, and Benjamin A. Graybeal

Publication: Materials Journal

Volume: 119

Issue: 1

Appears on pages(s): 181-194

Keywords: compression properties; mechanical models; structural design parameters; tension properties; ultra-high-performance concrete (UHPC)

DOI: 10.14359/51734194

Date: 1/1/2022

Abstract:
The appropriate and efficient design of structural components made with ultra-high-performance concrete (UHPC) requires the establishment of key design properties and material models that engage UHPC’s distinct mechanical properties, as compared to conventional concrete. This paper presents the results of an extensive program of compression and tension property assessment executed according to existing testing methods to assess the mechanical characteristics of several commercially available UHPC products. The experimental results are then used to propose suitable mechanical models and design parameters that are foundational for the structural-level application of UHPC. The models rely on a set of experimentally identified mechanical performance properties that distinguish UHPC from conventional concrete and establish the basis of the material qualification for use in structural design. As such, this work constitutes a fundamental step in ongoing efforts to develop UHPC structural design guidance in the United States.

Related References:

1. De Larrard, F., and Sedran, T., “Mixture-Proportioning of High-Performance Concrete,” Cement and Concrete Research, V. 32, No. 11, 2002, pp. 1699-1704. doi: 10.1016/S0008-8846(02)00861-X

2. Li, V. C., “On Engineered Cementitious Composites (ECC),” Journal of Advanced Concrete Technology, V. 1, No. 3, 2003, pp. 215-230. doi: 10.3151/jact.1.215

3. Habel, K.; Viviani, M.; Denarié, E.; and Brühwiler, E., “Development of the Mechanical Properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC),” Cement and Concrete Research, V. 36, No. 7, 2006, pp. 1362-1370. doi: 10.1016/j.cemconres.2006.03.009

4. Graybeal, B., and Tanesi, J., “Durability of an Ultrahigh-Performance Concrete,” Journal of Materials in Civil Engineering, ASCE, V. 19, No. 10, 2007, pp. 848-854. doi: 10.1061/(ASCE)0899-1561(2007)19:10(848)

5. Lepech, M. D., and Li, V. C., “Water Permeability of Engineered Cementitious Composites,” Cement and Concrete Composites, V. 31, No. 10, 2009, pp. 744-753. doi: 10.1016/j.cemconcomp.2009.07.002

6. Magureanu, C.; Sosa, I.; Negrutiu, C.; and Heghes, B., “Mechanical Properties and Durability of Ultra-High-Performance Concrete,” ACI Materials Journal, V. 109, No. 2, Mar.-Apr. 2012, pp. 177-184.

7. Wille, K., and Naaman, A. E., “Effect of Ultra-High-Performance Concrete on Pullout Behavior of High-Strength Brass-Coated Straight Steel Fibers,” ACI Materials Journal, V. 110, No. 4, July-Aug. 2013, pp. 451-462.

8. Graybeal, B. A., “Material Property Characterization of Ultra-High Performance Concrete,” Report No. FHWA-HRT-06-103, Federal Highway Administration, McLean, VA, 2006.

9. Wille, K.; Naaman, A. E.; and Parra-Montesinos, G. J., “Ultra-High Performance Concrete with Compressive Strength Exceeding 150 MPa (22 ksi): A Simpler Way,” ACI Materials Journal, V. 108, No. 1, Jan.-Feb. 2011, pp. 46-54.

10. El-Helou, R. G., “Multiscale Computational Framework for Analysis and Design of Ultra-High Performance Concrete Structural Components and Systems,” PhD dissertation, Virginia Polytechnic Institute and State University, Blacksburg, VA, 2016.

11. Wille, K.; Kim, D. J.; and Naaman, A. E., “Strain-Hardening UHP-FRC with Low Fiber Contents,” Materials and Structures, V. 44, No. 3, 2011, pp. 583-598. doi: 10.1617/s11527-010-9650-4

12. Graybeal, B. A., “Tensile Mechanical Response of Ultra-High-Performance Concrete,” Advances in Civil Engineering Materials, V. 4, No. 2, 2015, pp. 62-74.

13. Haber, Z.; De La Varga, I.; Graybeal, B.; Nakashoji, B.; and El-Helou, R., “Properties and Behavior of UHPC-Class Materials,” Report No. FHWA-HRT-18-036, Federal Highway Administration, McLean, VA, 2018.

14. Kusumawardaningsih, Y.; Fehling, E.; Ismail, M.; and Aboubakr, A. A. M., “Tensile Strength Behavior of UHPC and UHPFRC,” Procedia Engineering, V. 125, 2015, pp. 1081-1086. doi: 10.1016/j.proeng.2015.11.166

15. Kang, S.-T.; Lee, Y.; Park, Y.-D.; and Kim, J.-K., “Tensile Fracture Properties of an Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) with Steel Fiber,” Composite Structures, V. 92, No. 1, 2010, pp. 61-71. doi: 10.1016/j.compstruct.2009.06.012

16. Zhou, Z., and Qiao, P., “Tensile Behavior of Ultra-High-Performance Concrete: Analytical Model and Experimental Validation,” Construction and Building Materials, V. 201, 2019, pp. 842-851. doi: 10.1016/j.conbuildmat.2018.12.137

17. Russel, H., and Graybeal, B., “Ultra-High Performance Concrete: A State-of-the-Art Report for the Bridge Community,” Report No. FHWA-HRT-13-060, Federal Highway Administration, McLean, VA, 2013.

18. El-Helou, R., and Graybeal, B., “The Ultra Girder: A Design Concept for a 300-foot Single Span Prestressed Ultra High-Performance Concrete Bridge Girder,” 2nd International Interactive Symposium on Ultra-High Performance Concrete, Albany, NY, 2019.

19. Sritharan, S., “Design of UHPC Structural Members: Lessons Learned and ASTM Test Requirements,” Advances in Civil Engineering Materials, An ASTM Journal, V. 4, No. 2, 2015, pp. 113-131. doi: 10.1520/ACEM20140042

20. Wipf, T. J.; Phares, B. M.; Sritharan, S.; Degen, E. B.; and Giesmann, T. M., “Design and Evaluation of a Single-Span Bridge Using Ultra-High Performance Concrete,” Iowa State University Institute for Transportation, Ames, IA, 2009.

21. Graybeal, B., “Design and Construction of Field-Cast UHPC Connections,” TechNote No. FHWA-HRT-14-084, Federal Highway Administration, McLean, VA, 2014.

22. AASHTO, “AASHTO LRFD Bridge Design Specifications, 9th Edition,” American Association of State Highway and Transportation Officials, Washington, DC, 2020.

23. ASTM C39/C39M-18, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2018.

24. ASTM C469/C469M-14, “Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression,” ASTM International, West Conshohocken, PA, 2014.

25. AASHTO T 97, “Standard Method of Test for Flexural Strength of Concrete (Using Simple Beam with Third- Point Loading),” American Association of State Highway and Transportation Officials, Washington, DC, 2018.

26. ASTM C78/C78M-18, “Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading),” ASTM International, West Conshohocken, PA, 2018.

27. NF P18-470, “Ultra-High Performance Fibre-Reinforced Concrete —Specifications, Performance, Production, and Conformity,” Association Française de Normalization (AFNOR - French Standard Institute), Paris, France, 2016.

28. NF P18-710, “National Addition to the Eurocode 2—Design of Concrete Structures: Specific Rules for Ultra-High Performance Fibre-Reinforced Concrete (UHPFRC),” Association Française de Normalisation (AFNOR - French Standard Institute), Paris, France, 2016.

29. SIA 2052, “Recommendation: Ultra-High Performance Fibre-Reinforced Cement-based Composites (UHPFRC) Construction Material, Dimensioning, and Application,” Swiss Federal Institute of Technology, Lausanne, Switzerland, 2016.

30. CSA S6-19, “Canadian Highway Bridge Design Code,” Canadian Standards Association, Toronto, ON, Canada, 2019.

31. CSA A23.1:19/CSA A23.2:19, “Concrete Materials and Methods of Concrete Construction/Test Methods and Standard Practices for Concrete,” Canadian Standards Association, Toronto, ON, Canada, 2019.

32. Lopez, J. A.; Serna, P.; and Navarro-Gregori, J., “Advances in the Development of the First UHPFRC Recommendations in Spain: Material Classification, Design and Characterization,” AFGC-ACI-fib-RILEM International Symposium on Ultra-High-Performance Fibre-Reinforced Concrete, Montpellier, France, 2017, pp. 565-574.

33. Schmidt, M.; Leutbecher, T.; Piotrowski, S.; and Wiens, U., “The German Guideline for Ultra-High-Performance Concrete,” AFGC-ACI-fib-RILEM International Symposium on Ultra-High-Performance Fibre-Reinforced Concrete, Montpellier, France, 2017. pp. 545-555.

34. JSCE, “Recommendations for Design and Construction of High-Performance Fiber Reinforced Cement Composites with Multiple Fine Cracks (HPFRCC),” Japan Society of Civil Engineers, Tokyo, Japan, 2008.

35. JSCE, “Recommendations for Design and Construction of Ultra High Strength Fiber Reinforced Concrete Structures (Draft),” Japan Society of Civil Engineers, Tokyo, Japan, 2006.

36. ASTM C1856/C1856M-17, “Standard Practice for Fabricating and Testing Specimens of Ultra-High Performance Concrete,” ASTM International, West Conshohocken, PA, 2017, 4 pp.

37. ASTM C496/C496M-17, “Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens,” ASTM International, West Conshohocken, PA, 2017.

38. Park, S. H.; Kim, D. J.; Ryu, G. S.; and Koh, K. T., “Tensile Behavior of Ultra High Performance Hybrid Fiber Reinforced Concrete,” Cement and Concrete Composites, V. 34, No. 2, 2012, pp. 172-184. doi: 10.1016/j.cemconcomp.2011.09.009

39. Hassan, A. M. T.; Jones, S. W.; and Mahmud, G. H., “Experimental Test Methods to Determine the Uniaxial Tensile and Compressive Behaviour of Ultra High Performance Fibre Reinforced Concrete (UHPFRC),” Construction and Building Materials, V. 37, 2012, pp. 874-882. doi: 10.1016/j.conbuildmat.2012.04.030

40. Wille, K.; El-Tawil, S.; and Naaman, A. E., “Properties of Strain Hardening Ultra High Performance Fiber Reinforced Concrete (UHP-FRC) under Direct Tensile Loading,” Cement and Concrete Composites, V. 48, 2014, pp. 53-66. doi: 10.1016/j.cemconcomp.2013.12.015

41. Tran, N. T.; Tran, T. K.; and Kim, D. J., “High Rate Response of Ultra-High-Performance Fiber-Reinforced Concretes under Direct Tension,” Cement and Concrete Research, V. 69, 2015, pp. 72-87. doi: 10.1016/j.cemconres.2014.12.008

42. Pyo, S.; El-Tawil, S.; and Naaman, A. E., “Direct Tensile Behavior of Ultra High Performance Fiber Reinforced Concrete (UHP-FRC) at High Strain Rates,” Cement and Concrete Research, V. 88, 2016, pp. 144-156. doi: 10.1016/j.cemconres.2016.07.003

43. Choi, J.-I.; Jang, S. Y.; Kwon, S.-J.; and Lee, B. Y., “Tensile Behavior and Cracking Pattern of an Ultra-High Performance Mortar Reinforced by Polyethylene Fiber,” Advances in Materials Science and Engineering, V. 2017, 2017, pp. 1-10. doi: 10.1155/2017/5383982

44. Ostergaard, L.; Walter, R.; and Olesen, J. F., “Method for Determination of Tensile Properties of Engineered Cementitious Composites (ECC),” Proceedings of ConMat’05, Vancouver, BC, Canada, 2005.

45. Qian, S., and Li, V. C., “Simplified Inverse Method for Determining the Tensile Properties of Strain Hardening Cementitious Composites (SHCC),” Journal of Advanced Concrete Technology, V. 6, No. 2, 2008, pp. 353-363. doi: 10.3151/jact.6.353

46. Baby, F.; Graybeal, B.; Marchand, P.; and Touemonde, P., “Proposed Flexural Test Method and Associated Inverse Analysis for Ultra-High-Performance Fiber-Reinforced Concrete,” ACI Materials Journal, V. 109, No. 5, Sept.-Oct. 2012, pp. 545-555.

47. Rigaud, S.; Chanvillard, G.; and Chen, J., “Characterization of Bending and Tensile Behavior of Ultra-High Performance Concrete Containing Glass Fibers,” RILEM Bookseries, V. 2, 2012, pp. 373-380. doi: 10.1007/978-94-007-2436-5_45

48. López, J. Á.; Serna, P.; Navarro-Gregori, J.; and Camacho, E., “An Inverse Analysis Method Based on Deflection to Curvature Transformation to Determine the Tensile Properties of UHPFRC,” Materials and Structures, V. 48, No. 11, 2015, pp. 3703-3718. doi: 10.1617/s11527-014-0434-0

49. Graybeal, B. A., and Baby, F., “Development of Direct Tension Test Method for Ultra-High- Performance Fiber-Reinforced Concrete,” ACI Materials Journal, V. 110, No. 2, Mar.-Apr. 2013, pp. 177-186.

50. AASHTO T 397, “Standard Method of Test for Uniaxial Tensile Response of Ultra-High Performance Concrete,” American Association of State Highway Transportation Officials, Washington, DC, 2022.

51. Huang, H.; Gao, X.; Li, L.; and Huang, H., “Improvement Effect of Steel Fiber Orientation Control on Mechanical Performance of UHPC,” Construction and Building Materials, V. 188, 2018, pp. 709-721. doi: 10.1016/j.conbuildmat.2018.08.146

52. Graybeal, B. A., “Compressive Behavior of Ultra-High-Performance Fiber-Reinforced Concrete,” ACI Materials Journal, V. 104, No. 2, Mar.-Apr. 2007, pp. 146-152.

53. Graybeal, B. A., and Stone, B., “Compression Response of a Rapid-Strengthening Ultra-High Performance Concrete Formulation,” TechNote No. FHWA-HRT-12-064, Federal Highway Administration, McLean, VA, 2012.

54. Smith, G. M., and Young, L. E., “Ultimate Flexural Analysis Based on Stress-Strain Curves of Cylinders,” ACI Journal Proceedings, V. 53, No. 12, Dec. 1956, pp. 597-609.

55. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.

56. Doyon-Barbant, J., and Charron, J. P., “Impact of Fibre Orientation on Tensile, Bending and Shear Behaviors of a Steel Fibre Reinforced Concrete,” Materials and Structures, V. 51, No. 6, 2018, p. 157. doi: 10.1617/s11527-018-1282-0

57. Qiu, M.; Zhang, Y.; Qu, S.; Zhu, Y.; and Shao, X., “Effect of Reinforcement Ratio, Fiber Orientation, and Fiber Chemical Treatment on the Direct Tension Behavior of Rebar-Reinforced UHPC,” Construction and Building Materials, V. 256, 2020, p. 119311. doi: 10.1016/j.conbuildmat.2020.119311

58. Maya Duque, L. F., and Graybeal, B., “Fiber Orientation Distribution and Tensile Mechanical Response in UHPFRC,” Materials and Structures, V. 50, No. 1, 2017, p. 55. doi: 10.1617/s11527-016-0914-5




  

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