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Predictions of structural intensity fields using solid finite elements

机译:使用固体有限元预测结构强度场

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摘要

A structural intensity capability for solid finite elements is presented. The capability is validated using a structure with a known solution for structure-borne sound-the INCE standard Lexan T-beam. Although beam finite elements may be used to model structure-borne sound in the T-beam accurately for low wave numbers, the existing beam model is used to help validate the intensity fields computed in a solid element model. The structure-borne power through a cross section in the T-beam and the spatial power distributions along the stem of the T-beam are examined for frequencies up to 1 kHz. Excellent agreement between measured and computed structure-borne power amplitudes is shown. It was found that accurate modeling of the total cross-sectional power carried by flexural waves requires at least two, and preferably three or four solid elements through the thickness of the cross section carrying the waves. If the structural intensity field is dominated by longitudinal waves, a single element should be sufficient to compute the total power flow through a cross section. Also, intensity fields due to co-existing longitudinal and flexural waves can vary considerably over a beam cross section, often reversing sign from top to bottom.
机译:提出了固体有限元的结构强度能力。使用结构已知的结构声(INCE标准Lexan T形梁)结构验证了该功能。尽管可以使用波束有限元来为低波数准确地对T波束中的结构声进行建模,但现有的波束模型可用于帮助验证在实体元素模型中计算出的强度场。通过T形梁横截面的结构传递功率和沿着T形梁茎部的空间功率分布可检查高达1 kHz的频率。显示了实测功率和计算得出的固体声功率幅度之间的极佳一致性。已经发现,对弯曲波所承载的总横截面功率的精确建模需要至少两个,优选三个或四个实心元素穿过承载波的横截面的厚度。如果结构强度场由纵波控制,则单个元素应足以计算通过横截面的总功率。而且,由于共存的纵向波和弯曲波而引起的强度场在整个光束横截面上可能会发生很大变化,通常使符号从上到下颠倒。

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