International Journal of Concrete Structures and Materials

Table 3 Specimen’s description

From: Structural Behavior of Ultra-High Strength Concrete Columns Reinforced with Basalt Bars Under Axial Loading

Groups	Column ID	RFT. Type	Long. RFT	Trans. RFT
Group A	C1-A	Steel	4φ10	φ6@100
	C2-A	Steel	4φ10	φ6@150
	C3-A	Steel	4φ10	φ8@100
	C4-A	Steel	4φ10	φ8@150
Group B	C1-B	Steel	4φ12	φ6@100
	C2-B	Steel	4φ12	φ6@150
	C3-B	Steel	4φ12	φ8@100
	C4-B	Steel	4φ12	φ8@150
Group C	C1-C	Basalt	4φ12	φ6@100
	C2-C	Basalt	4φ12	φ6@150
	C3-C	Basalt	4φ12	φ8@100
	C4-C	Basalt	4φ12	φ8@150

Back to article page