In-Plane Vibrations of Deep Sandwich Arches with Different End Conditions Based on a Logarithmic Shear Deformation Theory

IF 3 3区 工程技术 Q2 ENGINEERING, CIVIL International Journal of Structural Stability and Dynamics Pub Date : 2024-03-14 DOI:10.1142/s0219455425500294
Yingying Zhang, Jishen Peng
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Abstract

This paper deals with the vibrational frequencies of deep sandwich arches to enhance their application domain and possibly use them for energy harvesting. The circular arch with porous nanocomposite core and titanium alloy face sheets having different end conditions is numerically analyzed. The middle core of the sandwich arch is made of a six-layered porous aluminum reinforced with graphene nanoplatelets. The kinematic equations are formulated in this study based on the higher-order shear deformation theory using a logarithmic function of radius. The effective properties of the nanocomposite media are modeled by employing the Halpin–Tsai modified rule. The equations of motion are determined by applying the principle of virtual displacement. The partial differential equations are reduced using the generalized differential quadrature technique to solving an algebraic eigenvalue problem. Novel numerical results are given to show the effects of geometrical parameters, material properties, and boundary conditions on the vibrations of deep sandwich arch.

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基于对数剪切变形理论的不同端部条件下深夹层拱的平面内振动
本文探讨了深夹层拱的振动频率,以提高其应用领域,并可能将其用于能量收集。本文对具有多孔纳米复合材料内核和钛合金面片的圆形拱门进行了数值分析,其端面条件各不相同。夹层拱的中间芯由六层多孔铝制成,并用石墨烯纳米片增强。本研究以高阶剪切变形理论为基础,使用半径的对数函数制定了运动学方程。纳米复合材料介质的有效特性采用 Halpin-Tsai 修正规则建模。运动方程是通过应用虚拟位移原理确定的。利用广义微分正交技术将偏微分方程简化为代数特征值问题。新的数值结果显示了几何参数、材料特性和边界条件对深夹层拱振动的影响。
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来源期刊
CiteScore
5.30
自引率
38.90%
发文量
291
审稿时长
4 months
期刊介绍: The aim of this journal is to provide a unique forum for the publication and rapid dissemination of original research on stability and dynamics of structures. Papers that deal with conventional land-based structures, aerospace structures, marine structures, as well as biostructures and micro- and nano-structures are considered. Papers devoted to all aspects of structural stability and dynamics (both transient and vibration response), ranging from mathematical formulations, novel methods of solutions, to experimental investigations and practical applications in civil, mechanical, aerospace, marine, bio- and nano-engineering will be published. The important subjects of structural stability and structural dynamics are placed together in this journal because they share somewhat fundamental elements. In recognition of the considerable research interests and recent proliferation of papers in these subjects, it is hoped that the journal may help bring together papers focused on related subjects, including the state-of-the-art surveys, so as to provide a more effective medium for disseminating the latest developments to researchers and engineers. This journal features a section for technical notes that allows researchers to publish their initial findings or new ideas more speedily. Discussions of papers and concepts will also be published so that researchers can have a vibrant and timely communication with others.
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