Experimental and Numerical Evaluation of Shear Strength of Directly and Indirectly Loaded Flanged Recycled Self-Compacted Reinforced Concrete Deep Beams

Table 13

Comparison of ultimate capacity of experimental, STM, and FE results.

Beam SN	Exp (kN)	STMACI (kN)		STMAASHTO (kN)		FE (kN)
Indirectly loaded RCASCC without stirrup
G1TB1	740	399	−46	399	−46	807	9
G1TB2	640	381	−40	381	−40	710	11
G1TB3	460	348	−24	348	−24	506	10
G1TB4	430	307	−29	307	−29	469	9
G2TB1	700	332	−53	248	−65	693	5
G2TB2	550	317	−42	237	−57	594	8
G2TB3	420	290	−42	216	−57	449	7
G2TB4	380	255	−33	191	−50	410	8
G3TB1	440	278	−37	156	−65	453	3
G3TB2	430	265	−38	149	−65	447	4
G3TB3	400	242	−40	136	−66	428	7
G3TB4	350	214	−39	120	−66	378	8
Indirectly loaded RCASCC with different amounts of web reinforcement
G1TB3S100	620	348	−44	348	−44	682	10
G1TB3S50	680	348	−49	348	−49	762	12
Directly loaded without stirrup and with 50% of RCA
DG1TB3	620	348	−44	348	−44	682	10
DG2TB3	510	290	−43	216	−58	571	12
DG3TB3	430	242.0	−44	136	−68	469	9