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References

1 
AASHTO (2017) AASHTO LRFD Bridge Design Specifications. 8th edition. Washington, DC: American Association of State Highway and Transportation Officials (AASHTO).URL
2 
Bischoff, P. H. (2003) Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete. Journal of Materials in Civil Engineering 15(2), 174-182.DOI
3 
Choi, S. W., Choi, J., and Lee, S. C. (2019) Probabilistic Analysis for Strain-Hardening Behavior of High-Performance Fiber- Reinforced Concrete. Materials 12(15), 1-15.DOI
4 
Deluce, J. R., and Vecchio, F. J. (2013) Cracking Behavior of Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement. ACI Structural Journal 110(3), 481-490.URL
5 
Deluce, J. R., Lee, S. C., and Vecchio, F. J. (2014) Crack Model for Steel Fiber-Reinforced Concrete Members Containing Conventional Reinforcement. ACI Structural Journal 111(1), 93-102.URL
6 
Fischer, G., and Li, V. C. (2006) International RILEM Workshop on High Performance Fiber Reinforced Cementitoius Composites (HPFRCC) in Structural Applications. RILEM Publications.URL
7 
Lee, S. C., Cho, J. Y., and Vecchio, F. J. (2011a) Diverse Embedment Model for Steel Fiber-Reinforced Concrete in Tension: Model Development. ACI Materials Journal 108(5), 516-525.URL
8 
Lee, S. C., Cho, J. Y., and Vecchio, F. J. (2011b) Diverse Embedment Model for Steel Fiber-Reinforced Concrete in Tension: Model Verification. ACI Materials Journal 108(5) 526-535.URL
9 
Lee, S. C., Cho, J. Y., and Vecchio, F. J. (2013a) Simplified Diverse Embedment Model for Steel Fiber-Reinforced Concrete Elements in Tension. ACI Materials Journal 110(4), 403-412.URL
10 
Lee, S. C., Cho, J. Y., and Vecchio, F. J. (2013b) Tension-Stiffening Model for Steel Fiber-Reinforced Concrete Containing Conventional Reinforcement. ACI Structural Journal 110(4), 639-648.URL
11 
Lee, S. C., Cho, J. Y., and Vecchio, F. J. (2016) Analysis of Steel Fiber-Reinforced Concrete Elements Subjected to Shear. ACI Structural Journal 113(2), 275-285.URL
12 
Lee, S. C., Kim, J. H., Cho, J. Y., and Shin, K. J. (2010) Tension Stiffening of Reinforced High Performance Fiber Reinforced Cementitous Composites (HPFRCC). Journal of the Korea Concrete Institute 22(6), 859-866. (In Korean)DOI
13 
Lee, S. C., Oh, J. H., and Cho, J. Y. (2014) Fiber Orientation Factor on a Circular Cross-Section in Concrete Members. Journal of the Korea Concrete Institute 26(3), 307-313. (In Korean)DOI
14 
Lee, S. C., Oh, J. H., and Cho, J. Y. (2015) Fiber Orientation Factor on Rectangular Cross-Section in Concrete Members. International Journal of Engineering and Technology 7(6), 470-473.URL
15 
Lee, S. C., Oh, J. H., and Cho, J. Y. (2016) Fiber Efficiency in SFRC Members Subjected to Uniaxial Tension. Construction and Building Materials 113, 479-487.DOI
16 
Leutbecher, T., and Fehling E. (2008) Crack Width Control for Combined Reinforcement of Rebars and Fibers Exemplified by Ultra-High-Performance Concrete. fib Task Group 8 1-28.URL
17 
Marti, P., Pfyl, T., Sigrist, V., and Ulaga, T. (1999) Harmonized Test Procedures for Steel Fiber-Reinforced Concrete. ACI Materials Journal 96(6), 676-686.URL
18 
Naaman, A. E., and Reinhardt, H. W. (2003) High Performance Fiber Reinforced Cement Composites 4 (HPFRCC4). Ann Arbor, USA: RILEM Publications.URL
19 
Noghabai, K. (2000) Behavior of Tie Elements of Plain and Fibrous Concrete and Varying Cross Sections. ACI Structural Journal 97(2), 277-285.URL
20 
Oh, J. H. (2011) Uniaxial Behavior of Steel Fiber Reinforced Concrete. Master Thesis. Seoul National University. (In Korean)URL
21 
Parra-Montesinos, G. J. (2005) High-Performance Fiber-Reinforced Cement Composites: An Alternative for Seismic Design of Structures. ACI Structural Journal 102(5), 668-675.URL
22 
Shin, K. J., Jang, K. H., Choi, Y. C., and Lee, S. C. (2015) Flexural Behavior of HPFRCC Members with Inhomogeneous Material Properties. Materials 8(4), 1934-1950.DOI
23 
Stroeven, P. (2009) Stereological Principles of Spatial Modeling Applied to Steel Fiber-Reinforced Concrete in Tension. ACI Materials Journal 106(3), 213-222.URL
24 
Vecchio, F. J. (2000) Disturbed Stress Field Model for Reinforced Concrete: Formulation. Journal of Structural Engineering 126(9), 1070-1077.DOI
25 
Vecchio, F. J. (2001) Disturbed Stress Field Model for Reinforced Concrete: Implementation. Journal of Structural Engineering 127(1) 12-20.DOI
26 
Voo, J. Y. L., and Foster, S. J. (2003) Variable Engagement Model for Fibre Reinforced Concrete in Tension. School of Civil and Environmental Engineering, the University of New South Wales, Sydney, NSW, Australia, Uniciv Report No. R-420.URL