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Results also indicated that with regard to the specimens exposed to the same freezing-and-thawing cycles, the initial bond stiffness, the slip at peak bond stress, the maximum bond resistance and the remaining bond strength increased with the increasing concrete strength grade.
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The effects of stirrup corrosion on crack opening, maximum bond stress, effective bond stiffness, unloading stiffness, energy dissipation, frictional bond resistance and residual bond stress were discussed in detail.
As observed in pull-out tests, the model consists of four different branches: an increasing curvilinear part followed by a constant part at maximum bond stress, a linearly decreasing part, and a constant tail part indicating the frictional bond resistance.
It has been reported that the bond stress slip relationship of a deformed steel bar embedded in 28-day air-cured concrete consists of an increasing curvilinear part, followed by a constant part at the maximum bond stress, a linearly decreasing part, and a constant tail part indicating the frictional bond resistance (Choi 1988; fib model code 2013).
But some states, like Alabama, only require a surety bond, and the maximum bond in that state is $50,000.
Maximum bond stress.
Normalized maximum bond length.
This model is based on three parameters: maximum bond stress, slip at maximum bond stress, and maximum slip.
Bond resistance of reinforcing bars embedded in concrete depends primarily on frictional resistance and mechanical interlock.
The bond resistance of reinforcing bars embedded in concrete depends primarily on frictional resistance and mechanical interlock.
These tight open molecular knots exhibit unusually distorted geometric characteristics as multiple extended CC bonds (maximum bond length ∼1.70 Å) and several large CˆCC bond angles (maximum bond angle ∼145°).
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