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Dynamic mechanical temperature sweep tests and shear fatigue tests were also carried out.
The shear fatigue failure of studs was the fatigue failure mode of specimens, with good ductility.
The shear fatigue behaviour of reinforced concrete elements without stirrups is dealt with in this paper.
The shear fatigue strength exceeded in vivo force estimates when the patellar groove was fully cemented.
Compressive shear fatigue test for 5,000 load cycles or until bond failure was determined by testing according to the staircase (up-and-down) method [24, 25].
In parallel, lap shear fatigue tests were performed at the lab in order to establish a suitable defect growth fatigue curve, concerning repair disbondment.
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Tensile-shear fatigue tests were performed using single lap joint specimens at the stress ratio R = 0.1 to determine the fatigue behaviour of the joints.
Modified Basquin relationship is established to characterize the shearing fatigue strength.
Strain-range-controlled fully reversed cyclic shearing fatigue tests have been performed on thin-walled tubular specimens made of an epoxy polymer.
It was found that life data of the shearing fatigue tests were well correlated with the uniaxial fatigue test data of the material by using the suggested stress-, strain- or strain-energy-density-based multiaxial fatigue criteria.
The shear and fatigue tests were conducted.
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