减少灵活性矩阵的响应表面模型用于贝叶斯损害识别.
Leonardo T Stutz1, Diego C Knupp1, Luiz Alberto S Abreu1
1Pós-Graduação em Modelagem Computacional, Universidade Estadual do Rio de Janeiro, Instituto Politécnico, Rua Hormindo Silva, 25, 28625-570 Nova Friburgo, RJ, Brazil.
Anais da Academia Brasileira de Ciencias
|May 15, 2024
概括
本研究介绍了一种响应表面模型 (RSM),用于有效识别结构损坏. RSM显著降低了计算成本,同时准确地识别了结构中的损坏概况.
科学领域:
- 结构工程 结构工程
- 计算力学 计算力学 计算力学
- 损害识别 损害识别 损害识别
背景情况:
- 识别结构损坏对于安全和维护至关重要.
- 像有限元模型 (FEM) 这样的传统方法在计算上可能很昂贵.
- 开发高效的损害识别技术是一个正在进行的研究领域.
研究的目的:
- 提出并验证响应表面模型 (RSM) 用于结构损坏的识别.
- 建立结构损坏参数和灵活性矩阵元素之间的多项式关系.
- 评估RSM方法的计算效率和准确性.
主要方法:
- 适配响应表面模型 (RSM) 使用带有节点凝聚力参数的实验设计.
- 在贝叶斯框架内制定损害识别问题.
- 采用延迟排斥自适应大都市 (DRAM) 方法进行参数采样.
主要成果:
- 拟议的RSM在板块的数值模拟中成功识别了各种损坏配置文件.
- 与FEM相比,RSM方法实现了高达78%的显著计算成本降低.
- 在损伤参数和降低灵活性矩阵之间建立了多项关系.
结论:
- 响应表面模型为结构损坏识别提供了一个高效和准确的替代方案.
- 这种方法提供了大量的计算节省,使其适合复杂的结构.
- 贝叶斯框架与RSM相结合,提高了损害评估的可靠性.
相关概念视频
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