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Journal of Engineering
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2020
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Article
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Tab 10
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Research Article
Experimental and Numerical Evaluation of Shear Strength of Directly and Indirectly Loaded Flanged Recycled Self-Compacted Reinforced Concrete Deep Beams
Table 10
Inclined cracking and ultimate loads for indirectly loaded beams.
Beams
RCA (%)
Load (kN)
Reduction due to RCA (%)
(%)
Reserved strength
(%)
Inclined cracking
Ultimate
(%)
(%)
G1TB1
1.0
0
210
740
—
—
28
252
G1TB2
25
200
640
5
14
31
220
G1TB3
50
160
460
24
38
35
188
G1TB4
75
130
430
38
42
30
231
G2TB1
1.35
0
200
700
—
—
29
250
G2TB2
25
200
550
0
21
36
175
G2TB3
50
150
420
25
40
36
180
G2TB4
75
100
380
50
46
26
280
G3TB1
1.7
0
141
440
—
—
32
212
G3TB2
25
140
430
1
2
33
207
G3TB3
50
135
400
4
9
34
196
G3TB4
75
115
350
18
20
33
204