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Smooth bar specimen fatigue tests were also carried out.
The crack growth direction depended on the location along the circumferential direction of the round bar specimen and on the applied stress amplitudes.
The different stress distributions of thin-walled tubular specimen and the round bar specimen under axial-torsion cyclic loading are discussed.
The analysis showed that fatigue precracked chevron-notched short bar specimen (SBS) is providing the largest measurement range of stress intensity factor to be explored in stress-corrosion cracking (SCC) tests.
This was followed by the measurement and evaluation of the geometrical parameters of the same bar specimen within its 300 mm long corroded part and 30 mm non-corroded part at its right end using different methods.
The complex modulus of a material with linearly viscoelastic behaviour is identified on the basis of strains which are known, from measurements and sometimes from a free end boundary condition, at three or more sections of an axially impacted bar specimen.
Similar(54)
Forty bar specimens (15 × 10 × 1.5 mm) were prepared from each material (N=120).
The ECC bar specimens did not show any expansion at the end of 30 days soaking period.
In addition, fracture tests of chevron-notched short bar specimens, fatigue pre-cracked perpendicularly to the bars axis, provided the experimental data to benchmark the bars toughness.
The selection of steel bars is also an alternative way to improve the bond behavior especially for the deformed bar specimens.
After the optical measurement process was performed, the corroded bar specimens were tested under monotonic and cyclic axial loading.
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