考虑非线性行为的钢框架结构非线性有限元模拟与分析

Yanling Mou
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引用次数: 0

摘要

本文着重研究了钢框架结构在实际工程应用中的非线性行为。利用有限元分析方法,模拟了结构在强震等极端荷载作用下的反应。通过结合材料的非线性特性和接触效应,对框架结构的塑性变形、屈服和失稳等现象进行数值模拟和分析。研究成果有助于对此类结构的耗能和安全性能有更深入的认识。
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Nonlinear Finite Element Simulation and Analysis of Steel Frame Structures Considering Nonlinear Behavior
This paper focuses on investigating the nonlinear behavior of steel frame structures in practical engineering applications. Utilizing finite element analysis, the study simulates the response of structures under extreme loads such as strong earthquakes. By incorporating nonlinear material properties and contact effects, the numerical simulation and analysis explore phenomena such as plastic deformation, yield, and instability in frame structures. The research outcomes contribute to a deeper understanding of the energy dissipation and safety performance of these structures.
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