Prediction about Effect of Span-to-Depth Ratio on Shear Capacity for FRP Bar Reinforced Concrete Beams without Web Reinforcement

Table 3

Database of parameters of test beams.

References	Amount
Gross et al [31]	18	4.06–4.08	36.3	40.3	1.11–2.27	178–279	224–225	9.48–9.53	28.1–51
Razaqpur et al [32]	7	1.82–4.5	40.5–49	145	0.25–0.88	200	225	8.89	36.1–96.2
Ashour et al [30]	12	2.53–4.10	28.9–50.15	32–38	0.14–1.39	150	162.6–263	7.6–12.3	9–30
Tureyen et al [4]	6	3.4	39.7–42.6	37.6–47	0.96–1.92	457	360	6.77	94.7–177
Alkhrdaji et al [33]	3	2.61–2.69	24.1	40	0.77–2.3	178	279–287	5.23–5.38	36.1–53.4
Bentz et al [24]	6	3.26–4.05	35–46	37	0.51–2.54	450	188–937	6.96–8.28	54.5–232
Alam et al [34, 35]	37	1.5–3.5	34.5–88.3	46.3–144	0.18–1.47	250–300	291–744	4.84–10.16	43.7–155.8
Issa et al [6]	6	5.65–7.00	35.9	48–53	0.8–4.12	300	165–170	14.35–14.79	29.3–51.5
Tomlinson et al [36]	3	4.07–4.49	56.5–60	70	0.39–0.85	150	245–270	10.74–11.84	20.9–29.2
Abed et al. [37]	9	1–1.52	43–65	51	0.92–1.84	200	230–330	3.03–4.35	116.55–373.85
Guadagnini et al. [38]	3	1.1–3.3	42.84–47.685	45	1.28	150	223	4.48–10.31	27.2–81
Kim et al. [39]	40	1.5–4.5	30–40.3	40–147.9	0.33–0.79	150–200	213.5–215.5	9.28–10.3	16.6–85.1
Olivito et al. [40]	20	5.6	20.4–27.2	115	0.87–1.45	150	180	11.11	16.6–29.9
Matta et al. [41]	12	3.11–3.13	29.5–59.7	41–48.2	0.12–0.28	114–457	146–883	7.3–8.35	19.7–220.7
Thomas et al. [42]	8	0.5–1.75	40.6–65.3	40	1.16–1.75	100–170	270–416	2.38–4.07	30–300
Wegian et al. [43]	6	6.45–9.52	32.5	42–147	0.23–0.96	1000	105–155	14.84–21.9	23.5–127
Andermatt et al. [44]	12	1.07–2.07	39.9–68.5	37.9–42.3	1.47–2.13	300–310	257–891	2.75–5.95	96–1134.5
Ashour et al. [45]	6	2.7–5.9	22.95–29.75	141.4	0.12–0.52	200	169.5–370.4	7.56–16.52	17.585–36.115
Huaxin et al. [46]	13	1.11–2.02	34.85–54.57	51.3–210	0.76–1.16	200	260–360	3.33–4.62	83.8–309.7
Xiaoliang [47]	3	2.54–2.67	47.26–50.405	44.6	2.14–5.62	300	300–315	7.62–8.0	85.3–122.7
El Refai et al. [48]	8	2.5–3.3	49	50	0.31–1.53	152	195–215	7.44–8.21	16.9–31.6
Chang et al. [49]	14	5.8–8.0	30	44–50	0.24–1.22	1200	130–182	19.78–27.69	26.3–158.95
Abdul-Salam et al. [50]	16	5.67–6.34	41.3–86.2	40.8–147.8	0.51–3.78	1000	134–150	23.33–26.12	94–213
El-Sayed et al. [51–53]	18	3.04–6.45	40–63	40–135	0.39–2.63	205–1000	155–326	8.44–16.13	60–190
Ahmed et al. [54]	4	1.13–1.15	38.7–49.3	47.6–144	0.26–1.24	300	1088–1111	2.70–2.76	595.5–953
Alia et al. [55]	12	2.3–3.0	13–33.5	51.5	0.3–0.91	130	195.7–200	6.64–8.0	12.7–39.4
Jumaa et al. [56]	12	2.52–2.62	42.2–73.4	58	0.71–2.69	200	234–635	5.59–6.28	54.5–169.5
Minimum		0.5	13	32	0.12	100	105	2.38	9
Maximum		9.52	88.3	210	5.66	1200	1111	27.69	1134.5
Average		3.48	40.26	73.49	0.99	336.37	289.54	9.88	99.16
Range		9.02	75.3	178	5.54	1100	1006	25.31	1125.5