中国安全科学学报 ›› 2023, Vol. 33 ›› Issue (7): 68-74.doi: 10.16265/j.cnki.issn1003-3033.2023.07.1810

• 安全工程技术 • 上一篇    下一篇

基于刚度参数变化的导管架平台结构损伤定量识别

冷建成(), 毛厚彬, 钱万东, 庞哲   

  1. 东北石油大学 机械科学与工程学院,黑龙江 大庆 163318
  • 收稿日期:2023-02-12 修回日期:2023-05-09 出版日期:2023-07-28
  • 作者简介:

    冷建成 (1977—),男,河南信阳人,博士,教授,主要从事现代无损检测、结构健康监测与损伤诊断研究。E-mail:

  • 基金资助:
    黑龙江省自然科学基金(LH2020E016)

Quantitative damage identification of jacket platform structure based on variation of stiffness parameters

LENG Jiancheng(), MAO Houbin, QIAN Wandong, PANG Zhe   

  1. School of Mechanical Science & Engineering, Northeast Petroleum University, Daqing Heilongjiang 163318, China
  • Received:2023-02-12 Revised:2023-05-09 Published:2023-07-28

摘要:

为解决海上导管架平台在风、浪、流等随机环境载荷作用下的不确定性结构损伤识别难题,提出基于刚度参数变化的导管架平台结构损伤定量识别方法。首先以室内某导管架平台比例模型为试验对象,设置结构第Ⅲ层-X面上一斜杆锯断外径的2/3和完全锯断2种损伤工况,在已知结构模态参数和集中质量矩阵的前提下,定量识别出不同损伤工况下平台各子结构刚度参数的最可能值(MPV),并分析相应的后验不确定性,进而判断损伤发生的位置和损伤程度。结果表明:刚度参数具有较小的后验不确定性,识别结果的稳定性与精确性很好;识别出的结构损伤位置与试验设定位置一致,2种损伤工况下的损伤程度分别为1%~12%和20%~31%。

关键词: 刚度参数, 导管架平台, 结构损伤, 定量识别, 损伤概率, 损伤程度

Abstract:

In order to solve the problem of uncertainty of structural damage identification of offshore jacket platforms under random environmental loads such as wind, wave and current, a structural damage identification method of jacket platform based on the change of stiffness parameters was proposed according to the mapping relationship between structural stiffness and damage. Taking the indoor scale model of a jacket platform as the test object, two damage conditions were set up, including a diagonal bar sawing off 2/3 of the outer diameter and completely sawing off on the third layer-X surface of the structure. Under the premise of knowing the structural modal parameters and lumped mass matrix, the most probable value (MPV) of the stiffness parameters of each substructure of the platform under different damage conditions was quantitatively identified. The corresponding posterior uncertainty was analyzed, and then the location and degree of damage were judged. The results show that the posterior uncertainty of stiffness parameters is small, and the identification results of stability and accuracy are good. The identified structural damage location is consistent with the test setting location, and the damage degree under the two damage conditions is 1%-12% and 20%-31%, respectively.

Key words: stiffness parameter, jacket platform, structural damage, quantitative identification, probability of damage, degree of damage