The Impact of the HMCFRP Ratio on the Strengthening of Steel Composite I-Beams

Table 4

Numerical specimens in the parametric study.

Beam section	Beam length (mm)	Development length (mm)	HMCFRP length (mm)	AreaHM-CFRP/AreaSection
IPE 120	3000	900	2600	3.5–16.3
IPE 160	3000	900	2600	3.5–17.5
IPE 220	3000	900	2600	3.5–18.0
	6000	1800	5200	3.5–11.7
IPE 270	3000	900	2600	3.5–11.8
	6000	1800	5200	3.5–22.4
IPE 330	6000	900	5200	3.5–22.4
IPE 400	6000	900	5200	3.5–14.1
	12000	1800	10400	1.7–7.10
IPE 500	6000	900	5200	3.5–11.7
	12000	1800	10400	1.8–8.80