Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

Journal Search

  1. Home
  2. All Issues
  3. 2026-08 (Vol.38 No.4)
  4. 10.4334/JKCI.2026.38.4.481
Export citation EndNote
XML PDF INFO REF

References

1 
Babanajad, S. K., Farnam, Y., and Shekarchi, M. (2012) Failure Criteria and Triaxial Behaviour of HPFRC Containing High Reactivity Metakaolin and Silica Fume. Construction and Building Materials 29, 215-229. DOI
2 
Chern, J. C., Yang, H. J., and Chen, H. W. (1993) Behavior of Steel Fiber Reinforced Concrete in Multiaxial Loading. ACI Materials Journal 89(1), 32-40. DOI
3 
Hoek, E., and Franklin, J. A. (1968) Simple Triaxial Cell for Field or Laboratory Testing of Rock. Transactions of the Institution of Mining and Metallurgy 77, A22-A26. Google Search
4 
KCI (2021) Analysis and Design Principles of Concrete Structure (KDS 14 20 10) Seoul, Korea: Korea Concrete Institute (KCI), Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean) Google Search
5 
Khan, M. Z. N., Hao, Y., Hao, H., Shaikh, F. U. A., and Liu, K. (2018) Mechanical Properties of Ambient Cured High-Strength Plain and Hybrid Fiber Reinforced Geopolymer Composites from Triaxial Compressive Tests. Construction and Building Materials 185, 338-353. DOI
6 
Lei, B., Qi, T., Li, Y., and Qin, S. (2022) An Improved Lubliner Strength Model Based on Ottosen Failure Criterion for Concrete under Multiaxial Stress State. Structural Concrete 23(5), 3199-3220. DOI
7 
Lu, X., and Hsu, C. T. T. (2006) Behavior of High Strength Concrete with and without Steel Fiber Reinforcement in Triaxial Compression. Cement and Concrete Research 36(9), 1679-1685. DOI
8 
Lubliner, J., Oliver, J., Oller, S., and Onate, E. (1989) A Plastic-Damage Model for Concrete. International Journal of Solids and Structures 25(3), 299-326. DOI
9 
Mohod, M. V. (2012) Performance of Steel Fiber Reinforced Concrete. International Journal of Engineering and Science 1(12), 1-4. Google Search
10 
Noori, A., Shekarchi, M., Moradian, M., and Moosavi, M. (2015) Behavior of Steel Fiber-Reinforced Cementitious Mortar and High-Performance Concrete in Triaxial Loading. ACI Materials Journal 112(1), 95-104. DOI
11 
Ottosen, N. S. (1977) A Failure Criterion for Concrete. Journal of the Engineering Mechanics Division 103(4), 527-535. DOI
12 
Pantazopoulou, S. J., and Zanganeh, M. (2001) Triaxial Tests of Fiber-Reinforced Concrete. Journal of Materials in Civil Engineering 13(5), 340-348. DOI
13 
Tran, T. T., Pham, T. M., Tran, D. T., Ha, N. S., and Hao, H. (2025) Modified Plastic Damage Model for Steel Fiber Reinforced Concrete. Structural Concrete 26(1), 13-42. DOI
14 
Wang, Y. Z., Wang, Y. B., Zhao, Y. Z., Li, G. Q., Lyu, Y. F., and Li, H. (2020) Experimental Study on Ultra-High Performance Concrete under Triaxial Compression. Construction and Building Materials 263, 120225. DOI
15 
Wang, Z. L., Zhu, H. H., Wang, J. G., and Zhu, B. (2012) Experimental Study on Macroscopic Mechanical Behavior of SFRC under Triaxial Compression. Mechanics of Advanced Materials and Structures 19(8), 653-662. DOI
16 
Wu, P., Wu, C., Liu, Z., Xu, S., Li, J., and Li, J. (2022) Triaxial Strength and Failure Criterion of Ultra-High Performance Concrete. Advances in Structural Engineering 25(9), 1893-1906. DOI
17 
Zhang, J., Zhang, Z., and Chen, C. (2010) Yield Criterion in Plastic-Damage Models for Concrete. Acta Mechanica Solida Sinica 23(3), 220-230. DOI