The phrase "at reinforcement" is not correct and does not convey a clear meaning in written English.
It may be intended to refer to a specific context involving reinforcement, such as in psychology or education, but it lacks clarity without additional context.
Example: "The students responded positively at reinforcement during the training session."
Alternatives: "during reinforcement" or "upon reinforcement".
In FRP – reinforced masonry elements, debonding at reinforcement extremities (end debonding) must be avoided by limiting the maximum force achievable by the strengthening system.
The Greenpeace-backed gathering over the Australia Day weekend was an end-game attempt at reinforcement with a radical pitch: direct action through civil disobedience was the only way to hold-up such a grotesque Up Yours to climate change.
The time-to-corrosion initiation is considered to be the time required for chloride ion concentration to reach to a certain threshold value at reinforcement cover depth.
For each type of mixture, the conventional reinforcement consisted of centrally located deformed rebars at reinforcement ratios of 0.79 4.91%.
NC, on the other hand, shows significant variation according to the spacing of stirrups, and consequently the filling characteristics of concrete are considerably poor at reinforcement intervals equivalent to the JSCE's 1st class criteria, and as such it is difficult to stably ensure the quality of the concrete.
Surprisingly the attempt at reinforcement was not effective.
After sending striker Jermaine Beckford to Preston on loan, the Trotters are looking at reinforcements up front, with former Chelsea and Barcelona forward Eidur Gudjohnsen also training at the club.
All patients received American Diabetes Association dietary recommendations (6) from a dietitian at baseline and reinforcement at the 3- and 6-month study visits.
At moderate reinforcement levels (1 2 collagen:HA by weight), HA whisker reinforced scaffolds exhibited a nearly four-fold greater modulus compared to the equiaxed HA powder, while there were no differences with the HA reinforcement morphology at high and low reinforcement levels.
It assumes zero at the external surface of the structural member and the cover value at the reinforcement's surface inside the concrete.
For symmetric angle-ply, the greatest buckling load occurred at the reinforcement angle of ±60 75°.
