Research Article

Flexural Capacity of Steel-Concrete Composite Beams under Hogging Moment

Table 1

Geometric properties and characteristics of composite beams.

Source of the specimensNo.Loading mode (mm) (mm) (mm) (mm) (mm) (mm) (%) (%) (kN)

This paperSCB1Dynamic cyclic300065075258140131.440.623.47120
SCB2Dynamic cyclic300065075258140130.550.623.47121
SCB3Dynamic cyclic300065075258140131.440.623.47158
SCB4Dynamic cyclic3000650752581401310.623.47146
SCB5Dynamic cyclic300065075258140130.550.623.47132
SCB6Dynamic cyclic300065075258140132.640.621.89131
SCB7Dynamic cyclic300065075258140131.830.621.89123
SCB8Dynamic cyclic300065075258140131.010.621.89120
SCB9Dynamic cyclic40001000100408258133.140.381.58390
SCB10Dynamic cyclic40001000100408258163.250.381.58399
SCB11Dynamic cyclic40001000100408258193.220.381.58395
SCB12Dynamic cyclic40001000100408258162.260.381.58392
SCB13Dynamic cyclic40001000100408258164.240.381.58405
SCB14Dynamic cyclic3800800120100200161.830.322.51207
SCB15Dynamic cyclic3800800120100200161.590.322.51198
SCB16Dynamic cyclic3800800120100200161.30.322.51193
SCB17Dynamic cyclic3800800120100200161.060.322.51189
SCB18Dynamic cyclic3800800120100200160.830.322.51187
SCB19Monotonic3800800120100200161.740.321.88172
SCB20Monotonic3800800120100200162.220.321.47165
SCB21Dynamic cyclic3800800120100200161.30.202.51200
SCB22Dynamic cyclic3800800120100200161.30.432.51211
SCB23Dynamic cyclic3800800120100200161.30.592.51206
SCB24Dynamic cyclic3800800120100200161.30.782.51224

Nie [21]NSCB5Monotonic3840800125100200164.620.600.88132
NSCB6Monotonic3840800125100200163.050.601.33144
NSCB7Monotonic3840800125100200162.600.601.55175
NSCB8Monotonic3840800125100200162.020.602.01183

Lin et al. [9]LCB1Monotonic4000800250400641221.791.061.983981
LCB5Monotonic4000800250400641221.791.061.984003
LCB7Monotonic4000800250400641221.511.061.983801

Vasdravellis et al. [11]VCB1Monotonic4000600120133.9206.8192.680.240.63186