embedment length

embedment length

The length of embedded steel reinforcement, 1 provided beyond a critical section.
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The embedment length into the laminated beam was 400 mm or 450 mm (l = 400 and 450 mm).
Those topics include: (1) embedment length, (2) pullout check, (3) eccentricity, (4) lateral pressures, (5) the equation for soil geosynthetic capacity for bearing resistance and required reinforcement strength, and (6) long-term geosynthetic reduction factors.
The fibre length also defines the embedment length. This is especially important for thick, short hooked end steel fibre and low strength concrete.
The anchor infill assembly studied in the presented simulation is a two-layer anchor infill assembly with the anchor bar radius of 19 mm and the anchor bar embedment length of 20 time diameter of anchor bar db.
The fibre embedment length was mainly 25 mm, which is a half of the fibre full length.
The embedment length for the pull-out rebars were chosen as [l.sub.d] = 533 mm and [l.sub.d] = 305 mm for specimen 1A and 1C, respectively.
Adhesion of the tire cords was determined using the standard ASTM D 2229-73 cord pull-out test with 12.5 mm embedment length. Aged adhesion was determined by exposing the cured blocks to an environment of 90% relative humidity at 65 [degrees] C for eight days prior to adhesion testing.
For a flexible anchorage embedment length of 12 ft, the maximum elastic movement is
A slippage of the reinforcement at the beam-column interface is observed because of the accumulation of the rebar strain along the embedment length in the beam-column connection.
In this study, lateral resistance of guardrail posts near a slope is investigated under quasi-static and dynamic loadings with respect to several parameters including embedment length, ground inclination, and embedment location of posts.
Through literatures [8-11], tensile stress attained by fibers was evaluated by considering random distribution of fiber inclination angle and fiber embedment length together.
Therefore, it is important to understand the proper embedment length of the longitudinal reinforcement considering the interface behavior between the infilled concrete and the steel casing in the CISS pile.