Experimental Verification of Resistance-Demand Approach for Shear of HSC Beams

International Journal of Concrete Structures and Materials

Table 3 Details of test beams.

	Beam designation (B−h−a_v/d−r)	Target \( f_{c}^{\prime} \) MPa	\( h \) (mm)	\( d \)	\( a_{v} /d \)	\( a_{v} \)	\( a_{f} \)	ex (mm)	Length (mm)	Sec. #	\( \rho \)
Group I: 700 mm-depth beams
1	B700-5-r1	60	700	612	5	3060	600	580	7300	1	0.73
2	B700-5-r2	60	700	612	5	3060	600	580	7300	2	1.21
3	B700-5-r3	60	700	612	5	3060	600	580	7300	3	1.83
4	B700-4-r1	60	700	612	4	2448	600	504	6000	1	0.73
5	B700-4-r2	60	700	612	4	2448	600	504	6000	2	1.21
6	B700-4-r3	60	700	612	4	2448	600	504	6000	3	1.83
7	B700-3-r1	60	700	612	3	1836	1800	528	6000	1	0.73
8	B700-3-r2	60	700	612	3	1836	1800	528	6000	2	1.21
9	B700-3-r3	60	700	612	3	1836	1800	528	6000	3	1.83
Group II: 400 mm-depth beams
10	B400-5-r1	60	400	335	5	1675	600	550	4500	4	0.74
11	B400-5-r2	60	400	335	5	1675	600	550	4500	5	1.22
12	B400-5-r3	60	400	335	5	1675	600	550	4500	6	1.82
13	B400-4-r1	60	400	335	4	1340	1300	520	4500	4	0.74
14	B400-4-r2	60	400	335	4	1340	1300	520	4500	5	1.22
15	B400-4-r3	60	400	335	4	1340	1300	520	4500	6	1.82
16	B400-3-r1	60	400	335	3	1005	1800	690	4500	4	0.74
17	B400-3-r2	60	400	335	3	1005	1800	690	4500	5	1.22
18	B400-3-r3	60	400	335	3	1005	1800	690	4500	6	1.82