Laminar Rayleigh–Benard convection in a closed square field with meshless radial basis function method

IF 1.1 Q4 MECHANICS
I. Santosa, E. P. Budiana, Syamsul Hadi, A. Wijayanta
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引用次数: 0

Abstract

Abstract Research on natural convection is exciting in some experimental and numerical cases, especially in rectangular cavities with relatively low heat dissipation and thermal control systems with low cost, reliability, and ease of use. The present study will use the meshless radial basis function method to solve the velocity formulation of the Navier–Stokes equations by varying some nominal Rayleigh numbers of 104, 105, and 106. The numerical accuracy is compared with the previous research. The advantages of the meshless method are that it does not require a structured mesh and does not require inter-nodal connectivity. The results show that the temperature pattern is identical to the previous research. The calculations have been done for three different Rayleigh numbers of 104, 105, and 106 for 151 × 151 nodes. The variations of the Ra number will affect the isothermal, velocity contours, and Nusselt number.
用无网格径向基函数法求解封闭正方形场中的层流Rayleigh–Benard对流
摘要自然对流的研究在一些实验和数值案例中是令人兴奋的,特别是在具有相对低散热的矩形腔和低成本、可靠和易于使用的热控制系统中。本研究将使用无网格径向基函数方法通过改变一些标称瑞利数104、105和106来求解Navier-Stokes方程的速度公式。并将数值精度与前人的研究结果进行了比较。无网格方法的优点是它不需要结构化的网格,也不需要节点间的连接。结果表明,温度模式与前人的研究结果一致。对于151 × 151节点,已经对三个不同的瑞利数(104、105和106)进行了计算。Ra数的变化会影响等温线、速度线和努塞尔数。
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来源期刊
CiteScore
2.60
自引率
13.30%
发文量
25
审稿时长
14 weeks
期刊介绍: The aim of Curved and Layered Structures is to become a premier source of knowledge and a worldwide-recognized platform of research and knowledge exchange for scientists of different disciplinary origins and backgrounds (e.g., civil, mechanical, marine, aerospace engineers and architects). The journal publishes research papers from a broad range of topics and approaches including structural mechanics, computational mechanics, engineering structures, architectural design, wind engineering, aerospace engineering, naval engineering, structural stability, structural dynamics, structural stability/reliability, experimental modeling and smart structures. Therefore, the Journal accepts both theoretical and applied contributions in all subfields of structural mechanics as long as they contribute in a broad sense to the core theme.
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