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论现代壁画装饰材料中板型材料的运用
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作者 张琳洁 《艺术科技》 2016年第9期166-,共1页
不同类型的板型材料都有不同的装饰感,在现代装饰壁画中板型材料成为装饰艺术中不可缺少的一部分。本文就板型材料材质的装饰美和艺术创造性来谈谈在现代装饰壁画中的运用。
关键词 壁画装饰材料 板型材料 材质美
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含共振腔体板型声学超材料结构吸声性能研究
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作者 傅威 燕群 +1 位作者 侯峰 孙向洋 《电声技术》 2024年第8期27-31,共5页
为改善传统板型结构的声学性能,设计一种新型含共振腔体板型声学超材料结构。研究结果表明:共振锤对该板型声学超材料的吸声性能几乎没有影响;共振腔夹层板带孔上下面板的厚度或者立方体周期性方形壁板结构的壁长、壁厚等对整体结构的... 为改善传统板型结构的声学性能,设计一种新型含共振腔体板型声学超材料结构。研究结果表明:共振锤对该板型声学超材料的吸声性能几乎没有影响;共振腔夹层板带孔上下面板的厚度或者立方体周期性方形壁板结构的壁长、壁厚等对整体结构的声学效果具有明显的调节作用,随着这些参数的增大,结构整体的吸声峰会向低频移动。 展开更多
关键词 含共振腔体板型声学超材料 吸声系数 低频
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双面框架式板型声学超材料的低频隔声特性研究
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作者 翟秋辉 李雯婧 《应用物理》 2024年第7期537-549,共13页
根据经典的质量定律,传统的轻量化结构在低频时通常无法提供良好的隔声性能。针对低频声波的控制,本文提出了一种具有双面框架的板型声学超材料。利用有限元方法计算了其声传输损失和色散关系,并结合振动模态详细分析了该超材料结构形... 根据经典的质量定律,传统的轻量化结构在低频时通常无法提供良好的隔声性能。针对低频声波的控制,本文提出了一种具有双面框架的板型声学超材料。利用有限元方法计算了其声传输损失和色散关系,并结合振动模态详细分析了该超材料结构形成低频隔声的物理机理;研究了超材料结构的几何参数对其声传输损失的影响。结果表明:所设计的超材料结构能够实现低频宽带隔声效果,隔声峰频率主要受谐振器的固有频率的影响;隔声谷由谐振器和基体板的质量比决定。框架的对称分布,可以实现双峰耦合,拓宽隔声峰频带。本文提出的框架式板型声学超材料为低频宽带降噪领域的声学超材料结构的设计提供了一定的参考价值。 展开更多
关键词 板型声学超材料 局域共振 低频 隔声 带隙
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主变压器噪声特性分析及复合隔声结构设计
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作者 王坤 谢连科 +3 位作者 邢拓 巩泉泉 张国英 朱亦丹 《应用声学》 CSCD 北大核心 2024年第2期315-320,共6页
超高压变电站的主变压器的噪声影响已引起广泛关注。以某典型化设计的500kV变电站A的主变压器为例,进行了现场测试,得到其主变压器噪声能量主要集中在中低频范围内,且具备明显的线谱噪声特征。针对该噪声特点,提出了一种内插微穿孔板的... 超高压变电站的主变压器的噪声影响已引起广泛关注。以某典型化设计的500kV变电站A的主变压器为例,进行了现场测试,得到其主变压器噪声能量主要集中在中低频范围内,且具备明显的线谱噪声特征。针对该噪声特点,提出了一种内插微穿孔板的双层带孔板型声学超材料的复合隔声结构。使用传递矩阵理论对该复合结构进行了分析,并在阻抗管中进行了实验验证。实验结果表明:该复合隔声结构具备针对性隔声要求,理论与实验传递损失曲线基本吻合。 展开更多
关键词 主变噪声 低频隔声 带孔板型材料 微穿孔板
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Delamination analysis of woven fabrication laminates using cohesive zone model 被引量:2
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作者 Mohsen Moslemi Mohammadreza Khoshravan azar 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第1期27-38,共12页
A new test method was proposed to evaluate the cohesive strength of composite laminates. Cohesive strength and the critical strain energy for Mode-II interlamiar fracture of E-glass/epoxy woven fabrication were determ... A new test method was proposed to evaluate the cohesive strength of composite laminates. Cohesive strength and the critical strain energy for Mode-II interlamiar fracture of E-glass/epoxy woven fabrication were determined from the single lap joint(SLJ) and end notch flexure(ENF) test, respectively. In order to verify their adequacy, a cohesive zone model simulation based on interface finite elements was performed. A closed form solution for determination of the penalty stiffness parameter was proposed. Modified form of Park-Paulino-Roesler traction-separation law was provided and conducted altogether with trapezoidal and bilinear mixed-mode damage models to simulate damage using Abaqus cohesive elements. It was observed that accurate damage prediction and numerical convergence were obtained using the proposed penalty stiffness. Comparison between three damage models reveals that good simulation of fracture process zone and delamination prediction were obtained using the modified PPR model as damage model. Cohesive zone length as a material property was determined. To ensure the sufficient dissipation of energy, it was recommended that at least 4 elements should span cohesive zone length. 展开更多
关键词 cohesive zone model DELAMINATION cohesive strength finite element prediction
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Direct Assessment of Interlaminar Stresses in Composite Multilayered Plates Using a Layer-Wise Mixed Finite Element Model
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作者 Roberto S. Camicer Braian A. Desia Rodolfo A. Schwarz 《Journal of Civil Engineering and Architecture》 2016年第6期696-706,共11页
An accurate determination of intedaminar transversal stresses in composite multilayered plates, especially near free-edge, is of great importance in the study of inter-ply damage modes, mainly in the initiation and gr... An accurate determination of intedaminar transversal stresses in composite multilayered plates, especially near free-edge, is of great importance in the study of inter-ply damage modes, mainly in the initiation and growth of delamination. In this paper, interlaminar stresses are determined by layer-wise mixed finite element model. Each layer is analyzed as an isolated one where the displacement continuity is ensured by means of Lagrange multipliers (which represent the statics variables). This procedure allows the authors to work with any single plate model, obtaining the interlaminar stresses directly without loss of precision. The FSDT (first shear deformation theory) with transverse normal strain effects included is assumed in each layer, but Lagrange polynomials are used to describe the kinematic instead of Taylor's polynomial functions of the thickness coordinates, as is common. This expansion allows the authors to pose the interlaminar displacements compatibility simpler than the second one. The in-plane domain of the plate is discretized by four-node quadrilateral elements, both to the field of displacement and to the Lagrange multipliers. The mixed interpolation of tensorial components technique is applied to avoid the shear-locking in the finite element model. Several examples were carried out and the results have been satisfactorily compared with those available in the literature. 展开更多
关键词 Interlaminar stresses multilayered plates mixed finite element Lagrange multipliers.
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