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The durability design criterion is met if the threshold equivalent stress intensity factor range exceeds the largest calculated equivalent stress intensity factor range.
The conventional cone surface and the biomimetic cone surfaces were analyzed in ANSYS 11.0 program to estimate cone equivalent stress and soil equivalent stress.
The least maximum cone equivalent stress and least maximum soil equivalent stress were recorded for biomimetic surfaces with concave dimples and wavy form-2 respectively.
The cycles were counted with the Rain Flow algorithm, using equivalent stress as a variable counting.
Also, new parameters of equivalent stress block are obtained for flexural calculation of RHSC beams.
The threshold equivalent stress intensity factor range is obtained from previous staircase testing on crankshaft sections.
The maximum equivalent stress induced and displacement are 64.0952 N/mm2 and 2.796 mm respectively.
The equivalent stress was successfully applied to proportional and non-proportional loading paths with satisfactory results.
Cyclic hardening/softening curves were assessed and plotted using equivalent stress and strain.
Calculation results of equivalent stress model show excellent agreement with experiments of composite bolted joint.
The cyclic equivalent stress and strain amplitudes can be fitted by the Ramberg-Osgood relationship.
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