Application of Fracture Mechanics to Structural Fatigue Assessment Based on Spectral Method

Sagar Samaria, J. Kyoung, J. O’Donnell, Bob Zhang
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Abstract

The spectral fatigue methodology is a widely accepted methodology to compute the fatigue life of an offshore platform. The ever-increasing demand for life extension of the existing floating platforms worldwide continues to grow. ABS Guide for Fatigue Assessment of Offshore Structures and DNVGL-RP-C203 have established guidelines for employing finite element analysis (FEA) to calculate fatigue lives using the spectral fatigue method. For complex structural details, the FE models with 2-D elements may not be able to capture the actual geometric details accurately. Hence, detailed FE models with solid (3-D) elements are utilized to capture geometric SCF’s (stress concentration factors) for these locations. The fatigue lives thus obtained using SCF approach with 2-D elements can be highly conservative or inaccurate. To overcome unreliable fatigue results for such complex locations that need using 3-D elements for a better definition of the local structure, this paper presents an extension to the defined guidelines by employing spectral fatigue methodology to 3-D solid elements. The paper also illustrates the applicability of Engineering Criticality Assessment (ECA) using stress-histogram based Fracture Mechanics Evaluation (FME) approach. A comparative study is performed for a critical weld location on an offshore platform using solid 3-D and shell 2-D FE models. First, FEA is performed for both the models to calculate fatigue lives using the S-N curve-based approach. In addition, FME is also performed for the same critical weld location in order to provide a more accurate and reliable solution that will enable clients to plan their in-service inspections and maintenance programs. Also, presented is a comparison of fatigue lives based on the solid and shell element FME.
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断裂力学在基于谱法的结构疲劳评估中的应用
谱疲劳法是一种被广泛接受的计算海洋平台疲劳寿命的方法。世界范围内对现有浮式平台寿命延长的需求不断增长。ABS《海上结构物疲劳评估指南》和DNVGL-RP-C203已经建立了使用有限元分析(FEA)使用谱疲劳法计算疲劳寿命的指南。对于复杂的结构细节,二维有限元模型可能无法准确捕捉实际的几何细节。因此,使用实体(3d)元素的详细有限元模型来捕获这些位置的几何SCF(应力集中因子)。使用二维单元的SCF方法获得的疲劳寿命可能非常保守或不准确。为了克服这种需要使用三维单元来更好地定义局部结构的复杂位置的不可靠疲劳结果,本文通过将谱疲劳方法应用于三维实体单元来扩展已定义的准则。本文还说明了基于应力直方图的断裂力学评价(FME)方法在工程临界性评价中的适用性。采用实体三维有限元模型和壳体二维有限元模型对某海上平台的关键焊缝位置进行了对比研究。首先,采用基于S-N曲线的方法对两种模型进行有限元分析,计算疲劳寿命。此外,FME也适用于相同的关键焊接位置,以提供更准确和可靠的解决方案,使客户能够计划其在役检查和维护计划。并对基于实体有限元和壳元有限元的疲劳寿命进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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