Sentence examples for highest shear capacity from inspiring English sources

The tested results show that the shear connector with 12 mm diameter bolt showed the highest shear capacity.

This indicated that the west side anchor had a relatively better lateral support than the east anchor, thus a higher shear capacity.

Compared with the anchors in unprotected concrete, the FRP reinforced anchors developed a higher shear capacity at a much smaller displacement.

The experimental results demonstrated that the STRC shear wall retained its high shear capacity and its good ductility under a high axial tensile force.

The high shear capacity of ultra-high performance concrete (UHPC) AASHTO Type II girders tested at the Federal Highway Administration labs resulted in interest by state highway agencies in applying UHPC in bridge construction.

As expected, sections with a higher percentage of longitudinal reinforcement had a higher shear capacity, which can be attributed to a combination of additional dowel action (Taylor 1972, 1974), tighter shear cracks and thus an increase in aggregate interlock, and a larger concrete compression zone due to a downward shift of the neutral axis.

Bertram and Hegger (2012) also noted that the size effect on shear strength was more substantially affected by the beam height as compared with the web thickness, and that about 12 14 % higher shear capacity was obtained when the effective prestressing force increased by 20%%.

From the shape of the load deflection curves of the PSFC I-Beams, shown in Fig. 11, it can be seen that the beams which failed in web-shear mode (R1 R4) demonstrated higher shear capacities compared to the beams that failed in flexural-shear mode (R5 and R6).

Test results showed that prestressed ultra high strength concrete encased steel beams had higher residual shear capacity and post-cracking stiffness as well as by far better shear ductility than prestressed ultra high strength concrete beams.

As LoA increases, so the calculated slab rotations generally decrease, leading to higher punching shear capacities.

The corresponding shear force is approximately equal to 1.85 times the design shear Vd and higher than the shear capacity obtained by the static pushover analysis.