Mathematical Problems in Engineering / 2012 / Article / Tab 4

Research Article

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

Table 4

Numerical specimens in the parametric study.

Beam sectionBeam length (mm)Development length (mm)HMCFRP length (mm)AreaHM-CFRP/AreaSection

IPE 120300090026003.5–16.3
IPE 160300090026003.5–17.5
IPE 220300090026003.5–18.0
6000180052003.5–11.7
IPE 270300090026003.5–11.8
6000180052003.5–22.4
IPE 330600090052003.5–22.4
IPE 400600090052003.5–14.1
120001800104001.7–7.10
IPE 500600090052003.5–11.7
120001800104001.8–8.80