Quick Quiz Which IOL calculation formula is most accurate for short eyes? SRK/T Hoffer Q Holladay Binkhorst Check The Answer Follow OphthalmologyWeb Keep up with our latest articles, news and events. Plus, get special offers and more delivered to your inbox. ...
It was found that the ratio of cracking load to ultimate load ranges from 0.2 to 0.6, and the failure in the compression zone of UHPC beams can be divided into diagonal tension failure and shear compression failure. Based on the failure mechanism of the compression zone, considering the ...
In the end, an illustrative example for the calculation of shear strength of plate girders with corrugated webs using the currently proposed formula was provided. Kövesdi et al. [37] analyzed the stress distribution in the flanges of the girders with corrugated webs. Due to the corrugated ...
the web feed rate calculation, the ideal parent roll case, the out-of-round parent roll case, the effects of out-of-round parent rolls on web feed rate and tension, and the solution to the problem provided by the interaction of the logic device 44 with the remainder of the apparatus 20...
In concrete, they are both observed due to the deterioration of bonding between rebar and concrete, which leads to buckling of the former in compression and fracture in tension. This process is analogous to the buckling and slippage of bolts in the beam-plate interface. Both were observed in ...
93. The presence of SFRC in the tension zone can enhance the bending capacity of the shear section, which benefits the shear resistance provided by uncracked shear-compression SFRC112,113. It is noticed that the variation of shear resistance provided by uncracked shear-compression SFRC with shear...
93. The presence of SFRC in the tension zone can enhance the bending capacity of the shear section, which benefits the shear resistance provided by uncracked shear-compression SFRC112,113. It is noticed that the variation of shear resistance provided by uncracked shear-compression SFRC with shear...
This discrepancy affects the calculation of the slenderness of the plate girder λ, and hence the resistance as well. Show abstract Elastic buckling of longitudinally stiffened patch loaded plate girders using factorial design 2014, Journal of Constructional Steel Research Citation Excerpt : Despite this...
applied elongation via geometric deformation. In FIG. 19 there is shown the same formed web material of FIG. 18 in a tensioned condition. The tension in the web material shows the geometric deformation of rib-like elements 74b perpendicular to the major axis 76b due to unbending of the rib...
the respective warp group were positioned on the upper or lower side of the shed when this warp group was woven, and the remaining warps were all positioned on the upper or lower side of the shed, whereby the shedding motion could be smoothly carried out even if the warp tension was ...