Development of Numerical Model for Highly-Flowable Strain Hardening Fiber Reinforced Concrete (HF-SHFRC) Columns Subjected to Lateral Displacement Reversals and High Axial Loading Level

Author:

Perceka Wisena,Liao Wen-Cheng,Tseng Li-Wei

Publisher

Springer Nature Singapore

Reference21 articles.

1. Lee HJ, Chen JH (2014) Testing of mechanical splices for grade 685 steel reinforcing bars. TTK Report, NCREE

2. Liao WC, Perceka W, Liu EJ (2015) Compressive stress-strain relationship of high strength steel fiber reinforced concrete. J Adv Concr Technol 13(8):378–392

3. Perceka W, Liao WC, Tseng LW (2016) Application of highly-flowable strain hardening fiber reinforced concrete in NEW RC Columns. In: Maekawa K, Kasuga A, Yamazaki J (eds) Proceeding of The 11th fib international PhD symposium in civil engineering. The University of Tokyo. Tokyo, Japan

4. Perceka W, Liao WC, Wang YD (2016) High strength concrete columns under axial compression load: hybrid confinement efficiency of high strength transverse reinforcement and steel fibers. Materials 9(4)

5. Perceka W, Liao WC, Wu YF (2019) Shear strength prediction equations and experimental study of high strength steel fiber reinforced concrete beams with different shear span-to-depth ratios. Appl Sci 9(22)

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