Flexural and Thermal Properties of Novel Energy Conservation Slotted Reinforced Concrete Beams

Table 1

Detailed descriptions of the specimens.

Specimen identifier	(MPa)	Section (mm × mm)	Reinforcement details (unit: mm)				Tensile reinforcement ratio (%)		Shear reinforcement ratio (%)
			①	②	③	④
RB-10	31.0		2B16	2B10	2B8	A8@100	1.0		0.4
RB-12	28.8		2B16	2B12	2B8	A8@100	1.1		0.4
RB-14	29.3		2B16	2B14	2B8	A8@100	1.3		0.4
							Beam A	Beam B	Beam A	Beam B	Width ratio
SB1-14	29.0		2B16	2B14	2B6	A6@100	1.1	1.8	0.3	0.7	2.1
SB2-10	29.7		2B16	2B10	2B6	A6@100	1.2	0.7	0.4	0.6	1.5
SB3-12	31.3		2B16	2B12	2B6	A6@100	1.4	0.9	0.4	0.5	1.1
SB1-12	29.7		2B16	2B12	2B6	A6@100	1.1	1.3	0.3	0.7	2.1
SB2-14	29.0		2B16	2B14	2B6	A6@100	1.2	1.4	0.4	0.6	1.5
SB3-10	28.9		2B16	2B10	2B6	A6@100	1.4	0.6	0.4	0.5	1.1

Note: the width ratio for slotted beam is the ratio of the width of beam A to that of beam B.