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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
  • SCOPUS
  • KCI Accredited Journal

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  3. 2025-04 (Vol.37 No.2)
  4. 10.4334/JKCI.2025.37.2.237
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References

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CEN (2007) Test Method for Metallic Fibre Concrete - Measuring the Flexural Tensile Strength (Limit of Proportionality (LOP), Residual) ( EN 14651:2007). London, UK; European Committee for Standardization (CEN), British Standards Institute (BSI).URL
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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.DOI
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Li, M., and Kim, J. M. (2019) Mechanical Properties and Fiber Distribution of Fiber Reinforced Mortar with Pulverized Ladle Furnace Slag and Steel Fiber. Journal of Korea Concrete Institute 31(5), 493-503. (In Korean)DOI
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Medeghini, F., Guhathakurta, J., Tiberti, G., Simon, S., Plizzari, G. A., and Mark, P. (2022) Steered Fiber Orientation: Correlating Orientation and Residual Tensile Strength Parameters of SFRC. Materials and Structures 55(10), 251.DOI
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Mu, R., Xue, Y., Qing, L., Li, H., Zhao, Y., Zhou, J., and Su, J. (2019) Preparation and Mechanical Performance of Annularly Aligned Steel Fiber Reinforced Cement-Based Composite Pipes. Construction and Building Materials 211, 167-173.DOI
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Mudadu, A., Tiberti, G., Germano, F., Plizzari, G. A., and Morbi, A. (2018) The Effect of Fiber Orientation on the Post-Cracking Behavior of Steel Fiber Reinforced Concrete under Bending and Uniaxial Tensile Tests. Cement and Concrete Composites 93, 274-288.DOI
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Shin, S. C., Mukharromah, N. I., Moon, D. Y., and Park, D. W. (2022) Double Punch Tensile Strength of Cylindrical Mortar with Steel Fibers Aligned in Circumferential Direction by Electro-Magnetic Field. Journal of the Korean Recycled Construction Resources Institute 10(1), 40-47.DOI
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Tiberti, G., Germano, F., Mudadu, A., and Plizzari, G. A. (2018) An Overview of the Flexural Post‐Cracking Behavior of Steel Fiber Reinforced Concrete. Structural Concrete 19(3), 695-718.DOI
19 
Yang, I. H., Kim, K. C., and Joh, C. B. (2014) Structural Behavior of Hybrid Steel Fiber-Reinforced Ultra High Performance Concrete Beams Subjected to Bending. Journal of Korea Concrete Institute 26(6), 771-778. (In Korean)DOI