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The validity of the model is assessed by means of fatigue data from Ti 6Al 4V notched specimens having a range of kt.
The side-artifact led to an underestimation error in Etrue of over 50% in some specimens, having a mean (±SD) of 27±11%.
This study found that post-Northridge WUF-B connection specimens having a stronger panel zone experienced more significant slip between the bolted shear tab and the beam web.
This can be achieved by conducting computer simulations of the experimentally observed fracture phenomena in polycrystalline specimens having a given texture and microgeometry.
In order to safeguard against these geometry effects, fracture toughness testing standards prescribe the use of highly constrained deep cracked bend specimens having a sufficient size to guarantee conservative fracture toughness values.
Tests carried out on porous specimens, having a relative density of approximately 90%, demonstrated that the transformation occurred over a narrow pressure range but with a lower transformation pressure of approximately 220 MPa.
Similar(37)
In addition, the oxidised specimens have a reduced Zn pick-up affinity.
The single edge notched tension specimens had a spark eroded 0.2 mm deep starter notch.
The finest specimens have a dark gray or black body burnished to a hard, smooth surface that is occasionally incised but never painted, giving it a metallic appearance.
One of the specimens had a precast normal-weight concrete panel on one side of the infill steel plate; on the other hand, another specimen had a light-weight one.
All soil specimens had a hydraulic conductivity of < 1 × 10−7 cm/s at a certain range of moulding water content.
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