Advances in Civil Engineering / 2020 / Article / Tab 3

Research Article

Experimental and Analytical Study on Deformation Behavior in Hogging Moment Regions of Composite Beams

Table 3

Characteristic experimental results of the beam specimen.

SpecimenInitial cracking (70 kN)Stabilized cracking (400 kN)Reinforcement yield (700 kN)Ultimate load (1033 kN)
lcr (mm)lcr (mm)lcr (mm)lcr (mm)

SCB1-10.03/0.101050.20104>1 mm104

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