Risk- and reliability-based approaches are increasingly being applied in assisting inspection and maintenance planning. One of the keys to such approaches is properly predicting the hull girder strength (HG) of gradually degradated hull structures. The development has been limited by the lack of data on aging ships—validation of the developed methods has not been possible. To fill the gap of knowledge on hull strength of ships in service, this paper presents a database of as-gauged hull structures and a statistical study of the time-variant HG of tankers. The expanded data set was collected from 2195 as-gauged girth belts (transverse sections) of 211 single-hull tankers that were 12–32 years old. It was intended to (1) provide actual data on hull girder section modulus (HGSM) of tankers, (2) investigate the general trends of the change in the HG over ships’ service life, and (3) propose formulations for presenting time-variant HGSM and coating life.
The data set demonstrated a high variation of HGSM that changed over time. The mean value and standard deviation of HGSM loss were derived as functions of time. The probability density function (pdf) of coating life was also derived. Comparisons were made between previous studies on HG and the current data set. It was found that almost all previous studies showed much greater HG loss than what this database revealed. The refinement of existing calculations appears to be needed. The data set and statistical study were expected to form the basis for validating formulations of HG that are key components in risk- and reliability-based approaches. 相似文献
Corrosion pits with a circular cone shape are typically observed on coated hold frames of aged bulk carriers which carry exclusively
coal and iron ore. In order to ensure the safety of these types of bulk carrier, it is necessary to understand the effect
of pitting corrosion on the local strength of hold frames. In order to investigate this effect, a series of nonlinear finite-element
(FE) analyses has been performed with pitted plates subjected to in-plane compressive loads and bending moments. It has been
shown that the ultimate compression load or bending moment of pitted plates is smaller than that of uniformly corroded plates
in terms of average thickness loss, and that predictions of the ultimate strength using the average thickness loss at the
minimum cross section would be conservative. In order to establish a method of evaluating strength reduction due to pitting
corrosion, it is important to identify the failure mode that would be most detrimentally affected by pitting corrosion. It
was found that the reduction of the ultimate compressive load or bending moment due to pitting corrosion is smaller than that
of the tensile strength in terms of equivalent thickness. 相似文献