Proposal of Simplified Fatigue Design Method for Side Longitudinals

Watanabe, Eiichi; Inoue, Shunji; Hashimoto, Kunifumi; Sato, Koichi; Sueoka, Hidetoshi

doi:10.2534/jjasnaoe1968.1995.391

Cited by 3 publications

(1 citation statement)

References 1 publication

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Different modes of fatigue damages around the slot cut-out structures were observed later, where the crack initiated at the root of the web stiffener and propagated into the longitudinal stiffener, instead of propagating along the welding between the web stiffener and the longitudinal stiffener. The main reason of this kind of damages were the increased longitudinal stresses due to the increased application of higher tensile steels to the longitudinal stiffener [6,7]. Further, the third generation fatigue damages of slot cut-out structures were discussed by Seki et al [8,9].…”

Section: Fig 3 Action Of Primary Member Shear Force On the Web Stiffmentioning

confidence: 99%

Strength evaluation of intersection between stiffeners and primary supporting members considering the effect of shear force on the primary member web

Okada

Kawamura

2018

Marine Structures

View full text Add to dashboard Cite

The intersection between stiffeners and primary supporting members is one of the most critical details in ship hull structures. Learning from the lessons of actual damages experienced in the past, many formulae to estimate stresses around the slot cutout structures have been developed. However, good agreement with finite element analysis or experiments has not been achieved, and the formulae have been used with empirical correction coefficient, introduced using actual damage and no-damage records or calibration based on finite element analysis results. In this study, the authors develop a consistent theoretical formula taking account of all the structural components affecting the load share of each member, in combination with the combined load effect of direct force from the longitudinal stiffener and shear force on the primary supporting member. The derived formula was verified through comparison with the results of finite element analysis and past experiments, and good accuracy was confirmed. Then, using the proposed theoretical formula, various parametric studies are carried out, and effective countermeasures to enhance the strength of slot cutout structures are discussed. Finally, critical review on IACS CSR formulae on the slot cutout structures is conducted. Because the rules take account of only the direct load from the longitudinal stiffeners, and do not consider the effect of the shear force on the primary supporting member, it is probable that the rules give insufficient strength when the effect of the shear force on the primary supporting member superimposes the effect of the load from the longitudinal stiffener. On the other hand, the rules may be too conservative when they cancel each other. It is shown that rational evaluation of the strength of slot cutout structure is possible using the proposed theoretical formula.

show abstract

Section: Fig 3 Action Of Primary Member Shear Force On the Web Stiffmentioning

confidence: 99%