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Modeling fluid-structure interaction by the particle finite element method in OpenSees

机译:在OpenSees中通过粒子有限元方法对流固耦合进行建模

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The OpenSees finite element software framework is extended for simulating fluid-structure interaction (FS1) by the particle finite element method (PFEM). At high levels of the framework, new classes handle meshing and interface detection of the fluid and structure domains and implement the fractional step method in order to solve the governing equations of linear momentum and mass conservation. At lower levels of the framework, new finite element and pressure constraint classes assemble fluid contributions to the global system of equations. Verification and validation examples are presented along with a demonstrative example of wave loading on a coastal structure modeled using geometrically nonlinear frame elements with material nonlinear fiber sections. The extension of OpenSees for FSI allows analysts to simulate the complex phenomena of wave loading on structural models as well as the response of these models to sequential natural hazards such as earthquake induced tsunamis.
机译:扩展了OpenSees有限元软件框架,以通过粒子有限元方法(PFEM)模拟流体-结构相互作用(FS1)。在框架的高层,新类处理流体和结构域的网格划分和界面检测,并执行分数步法,以求解线性动量和质量守恒的控制方程。在框架的较低级别,新的有限元和压力约束类将流体贡献集成到整体方程组中。给出了验证和验证示例,以及使用几何非线性框架元素和材料非线性纤维截面建模的沿海结构上波浪荷载的演示示例。 OpenSees for FSI的扩展使分析人员可以在结构模型上模拟波浪载荷的复杂现象,以及这些模型对连续自然灾害(如地震引起的海啸)的响应。

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