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Ahmad Firas et al. (2011) suggested a development length for sand-coated bars of approximately 40d b, and a development length for a smooth bar of longer than 40d b.
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The study demonstrates how a disturbance of the flow can affect the pressure gradient and further needs a considerable development length to recover.
The test section where the optical-diagnostic methods are applied is located 244 pipe-diameters downstream of the inlet section, in order to ensure a significant development length.
(6) There is a bond development length beyond which the load at failure cannot be increased. .
There is a bond development length beyond which the load at failure cannot be increased.
(6) There is a bond development length beyond which the load at failure cannot be increased; however, it is recommended that the bonded length of the FRP be as long as possible, along with the use of adhesives with high ultimate elongation, to promote the use of FRP strength and activate other failure mechanisms such as crushing or rupture.
There is a bond development length beyond which the load at failure cannot be increased; however, it is recommended that the bonded length of the FRP be as long as possible, along with the use of adhesives with high ultimate elongation, to promote the use of FRP strength and activate other failure mechanisms such as crushing or rupture.
With the combination of flexural analysis, the proposed relationship between the averaged coefficient and the so-called strength utilization factor could be applied to for the determination of a customized design development length of a GFRP rod in concrete.
Based on the review, several important conclusions were re-emphasized, including the finding that the bond transfer strength is proportional to the concrete compressive strength; that there is a certain bond development length that has to be exceeded; and that thinner adhesive layers in fact lower the chances of a concrete-adhesive interface failure.
The goal was to estimate an upper bound for the development length of fully developed prestressing strands with a diameter of 15.2 mm (0.6″).
The present paper reviews these studies briefly and presents a simple and efficient procedure to identify pulse-like ground motions based on a new parameter called "development length of velocity time history".
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