通过双重次结构来减少大规模结构的非线性模型
1Applied Mechanics, Machines and Mechanisms Group, Pontificia Universidad Católica del Perú, 15088, Lima, Peru. paflores@pucp.edu.pe.
Scientific reports
|February 16, 2026
概括
本研究为具有局部非线性的大型结构引入了一种新的非线性模型减少方法. 该方法显著降低了计算成本,同时保持了对复杂工程系统的准确的短暂响应预测.
科学领域:
- 结构工程 结构工程
- 计算力学 计算力学 计算力学
- 非线性动力学是一种非线性动力学.
背景情况:
- 大规模的结构系统经常表现出局部的非线性,这给动态模拟带来了重大的计算挑战.
- 现有的模型缩小技术可能很难准确地捕捉这些系统的行为.
研究的目的:
- 为具有局部非线性的大型结构系统开发和介绍一种新的非线性模型减少策略.
- 将双Craig-Bampton配方的优势与非线性正常模式 (NNM) 结合起来,以提高准确性和效率.
主要方法:
- 采用双重分层结构方法,将双重克雷格-班普顿配方与每个分层结构内的NNM整合在一起.
- 局部非线性通过不变多元理论进行近似计算,并通过接口力确保接口兼容性.
- 希尔伯-休斯-泰勒 (HHT) 算法用于时间集成.
主要成果:
- 与完整的有限元模型相比,拟议的缩小模型可以大幅降低计算成本.
- 在预测具有局部非线性结构的短暂响应方面保持了高精度.
- 该方法的性能在受到波负荷的钢框架上得到验证.
结论:
- 开发的非线性模型减少策略为模拟复杂的工程结构提供了一种高效和准确的方法.
- 双子结构方法有效地处理局部非线性,保持模块化和灵活性.
- 这种技术显示出在结构工程中推进非线性动态分析的巨大潜力.
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