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A Methodology to Nondestructively Evaluate the Safety of Offshore Platforms

机译:一种无损评估海上平台安全性的方法

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The object of this paper is to describe a practical methodology to continuously monitor the safety of complex structures such as offshore platforms. A Level IV nondestructive damage evaluation methodology is one in which damage is not only detected and sized but the impact of the damage on the performance of the structure is also evaluated. The methodology of interest here is a Level IV nondestructive damage evaluation (NDE) method which can nondestructively assess the condition of the existing structure and simultaneously evaluate the safety of that same structure utilizing structural reliability concepts. The methodology proposed in this paper deals with two broad activities: (1) periodic nondestructive damage localization and severity estimation; and (2) the assessment of structural safety based on the results of the nondestructive damage detection. To meet this objective, an established methodology which yields information on the changes in sectional stiffness properties (e.g., axial, bending, and torsion) from changes in dynamic properties (i.e., mode shapes and frequencies) of the pre-damaged and post-damaged structures is reviewed. Next, an efficient technique to directly assess the reliability of a complex structural system (such as an offshore platform) from the reliabilities of the components of the structure is developed. This technique is then numerically validated via an example using established approaches in structural systems reliability theory. The efficacy of the combination of these two activities (i.e., the nondestructive damage detection and the structural reliability evaluation) is demonstrated using pre-damage and post-damage modal data obtained from numerical simulations of the dynamic responses of a frame.
机译:本文的目的是描述一种实用的方法,以连续监控诸如海上平台之类的复杂结构的安全性。第四级无损破坏评估方法是一种不仅可以检测到破坏并确定其大小,还可以评估破坏对结构性能的影响的方法。这里感兴趣的方法是IV级非破坏性损坏评估(NDE)方法,该方法可以非破坏性地评估现有结构的状况,并同时利用结构可靠性概念来评估同一结构的安全性。本文提出的方法论涉及两个广泛的活动:(1)定期非破坏性损伤定位和严重性估计; (2)基于无损检测结果对结构安全性进行评估。为了实现该目标,一种既定的方法可以从损坏前和损坏后的动态特性(即,振型和频率)的变化中得出有关截面刚度特性(例如,轴向,弯曲和扭转)变化的信息。结构进行了审查。接下来,开发了一种有效的技术,可以从结构组件的可靠性直接评估复杂结构系统(例如海上平台)的可靠性。然后使用结构系统可靠性理论中已建立的方法,通过一个实例对该技术进行数值验证。使用从框架动态响应的数值模拟获得的损坏前和损坏后模态数据,证明了这两个活动(即非破坏性损坏检测和结构可靠性评估)相结合的功效。

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