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The magnitude of residual stresses and the dislocation density were found to depend on the type, size and shape of reinforcement, as well as the matrix type.
This can be quantified by the crack opening produced by the slip Δ between the reinforcement and the concrete at the crack face induced by the force in the reinforcing bar P. In this paper, closed form solutions are derived for the P Δ relationships which are applicable to any type and shape of reinforcement.
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In this development, different shapes of reinforcements that have magneto-electro-thermo-elastic properties that differ from the matrix material are considered.
For a given facing stiffness and fixed-base conditions, increasing the height of the wall and reinforcement stiffness may change the distribution shape of the reinforcement load from trapezoidal to the triangular.
The microscopic level considers the cross-sectional size and shape of the reinforcement fibers, assuming them elliptical.
Nevertheless, this peculiar application requires curvilinear shape of the reinforcement, and then different production process and rebar geometries.
The test results showed the increase of the maximum bond stress with the increment of the lateral confinement stress, and showed how the slippage at maximum bond stress was influenced by splitting crack width and shape of main reinforcement.
The physical form and shape of the reinforcements vary greatly, depending on many factors.
This production route guarantees a good cohesion of the steel/reinforcement interface and the control of the main parameters that determine the final properties of the product (size, shape, clustering of reinforcements).
Changes in attention-processes will affect the shape of the delay-of-reinforcement gradient.
The shape of the delay-of-reinforcement gradient is influenced by several processes, in particular attention and memory.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com