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The latter term reflects the effects of bar yielding penetration in the support of columns.
In this paper, a strategy presented in the literature to include the effects of bar slippage in the analysis of the cyclic behavior of beam column joints is incorporated in the numerical modeling of a joint specimen with plain bars.
The effects of bar diameter and embedded length on bond strength are shown in Fig. 9.
Ninety beam specimens were tested to study analyze the effects of bar diameter, bar type, embedment length and concrete type on bond strength and failure modes.
For example, the possible effects of BAR domain proteins on lipid dynamics have not been reported.
The effects of BAR domains on the lateral diffusion of phosphoinositides are strongly dependent on protein density and seem to require the assembly of oligomeric BAR domain scaffolds.
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Effects of bars stiffness are introduced into the necessary and sufficient conditions of intrinsic stability (stability of structure devoid of internal forces).
A series of 30 specimens were cast considering the effect of bar diameter, and concrete compressive strength.
Tensile pull-out tests were conducted to examine the effect of bar diameter, bonded length and bar type (deformed and threaded steel bars) on the structural capacity of the connection.
We have built a single bar full size prototype, which aims to reduce the chromatic error by precise timing, and to remove the effect of bar thickness with a focusing mirror.
Open image in new window Fig. 9 Effect of bar diameter and embedded length on bond strength.
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