Fig. 14
From: Structural performance of UHPC-columns reinforced with basalt bars under cyclic loading
Comparison of experimental and numerical lateral load–displacement envelope curves for UHPC column specimens reinforced with steel and basalt bars under cyclic loading: (a) Specimen C1-A (steel, 10 mm bars). (b) Specimen C2-A (steel, 12 mm bars). (c) Specimen C3-B (basalt, 10 mm bars). (d) Specimen C4-B (basalt, 10 mm bars). (e) Specimen C5-B (basalt, 12 mm bars). (f) Specimen C6-B (basalt, 12 mm bars).
