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Exact(30)
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″).
It shows that the development length of slug flow was longer than x/D= 1157.
The material characteristics and development length of two commercially-available basalt fiber bars were evaluated.
Equations for normalized bond strength and development length of GFRP rebar embedded in UHPFRC with pull-out failure were suggested.
Experiments were conducted to determine the bond strength and the required development length of the indigenous reinforcement in cementitious matrix.
Comparing pressure gradient measurements along the pipe it was found that the development length of the flow was still not reached 200 diameters downstream of the inlet mixer.
Similar(29)
The development lengths of both control and conditioned specimens were obtained and compared to the current standards.
The corresponding joints were designed assuming gravity load similar to the "as-built" joints, except that their reinforcing detailing were slightly improved particularly by adding transverse steel reinforcement within the joint core and increasing the development lengths of the beam reinforcement, partly in accordance with the recommendations of ACI 318-08 and ACI-ASCE 352-02.
The design concept of the development length for the anchorage of hook reinforcement for the design of details of loop joints is recommended.
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.
From the test results, the mechanical behaviour of the loop joints was confirmed similar to that of ordinary RC beams without joints if the joint widths were enough in terms of development length concept for the anchorage of hook reinforcement.
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