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Results are presented for benchmark cases such as specimens with central cut plies and centrally-loaded circular plates.
The first group included three control specimens with central, eccentric, and edge columns, respectively.
Comparison of experimentally determined and calculated crack growth curves for specimens with central notches confirm the satisfactory accuracy of model.
Experimental results demonstrated that the flexural ultimate load carrying capacity increased by 33%, 37% and 67% for the tested specimens with central, eccentric, and edge column, respectively, when strengthened using CFRP sheets.
The specimens with eccentric and edge columns are those having geometrical eccentricity and whose results are compared with those obtained for specimens with central column to study the effect of column eccentricity.
The investigation were carried out on flat specimens with central notch under constant amplitude tensile fatigue loading at stress ratio R = 0.2 and different value of the stress σmax.
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A basic ductile fracture testing program is carried out on specimens extracted from TRIP780 steel sheets including tensile specimens with a central hole and circular notches.
The first stage of experiments included mechanical cyclic loading of specimens with the central notch at fixed temperatures ranging from 20 °C to 410 °C.
Typical specimens (with a central angle of 120°) of stiffened composite cylindrical shell structure and the experimental clamp tools are designed in the experiment.
Mechanical and fracture properties were determined using fracture tests carried out on 40 × 40 × 160 mm specimens with a central notch.
Finally, damage evolution behaviors and load responses for two [0°/90°]4s T700/8911 composite specimens with different central hole sizes are studied by nonlocal FEA.
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CEO of Professional Science Editing for Scientists @ prosciediting.com