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Beam depth.
Effective beam depth, mm.
In the case of beam depth of 175 mm, the same phenomenon is observed.
Open image in new window Fig. 13 Ultimate normalized shear stress versus beam depth.
Beam depth, wall dimensions, concrete and steel properties are listed in Table 1.
For the 500-mm beam depth, similar failure modes as shown in Fig. 22 were observed.
The joint element in the column has a length equal to half the beam depth.
The test beams were divided into two main groups according to the beam depth.
Beam depth and amount of CFRP reinforcement were the main parameters investigated.
Such effects are more pronounced when the beam depth was small, but they become negligible with the increase of the beam depth.
The specimens were 4,520 mm long with an effective cross-sectional beam depth d = 350 mm (Fig. 1).
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