Abstract
This paper presented the fatigue strength criterion for longitudinal strength members subjected to both still water bending loads and fluctuating wave bending loads under service conditions.Using the modified Miner rule, exponential distribution for long term distribution of wave bending stress during 20 years (108 stress cycles) and ordinary S-Nc (Nc : crack initiation life) curves for notched specimens of mild steel, the following allowable tensile stress SAL for fatigue strength criterion was given.SAL=Sa+0.29/Kt·Sm=fL/Kt (8.1f+16.3) kg/mm2where, Sa : stress amplitude (wave bending stress at a probability level of Q=10-4)Sm : mean stress (still water bending stress)Kt : stress concentration factor (Kt-values are not to be regarded as absolute values, but as relative values calibrated from experience for structural members)f : usage factor defined as the cumulative fatigue damage ratio summed over a period of 20 years.fL : σB/σBM (σBM : tensile strength of mild steel. σB : tensile strength of another material)Applying the above formula to longitudinal strength members of several ships reasonable results were obtained.
Sign-in/Register to access full text options 
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
