Transversely isotropic Euler Bernoulli thermoelastic nanobeam with laser pulse and with modified three phase lag Green Nagdhi heat transfer

IF 4 3区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Steel and Composite Structures Pub Date : 2021-01-01 DOI:10.12989/SCS.2021.40.6.829
P. Lata, Iqbal Kaur, Kulvinder Singh
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引用次数: 2

Abstract

This investigation aims to examine the vibration phenomenon in 2D transversely isotropic homogeneous Euler-Bernoulli nonlocal nanobeam with laser pulse with new modified three-phase lag Green Naghdi (TPL GN) model. The model contains a material length scale parameter that can capture the size effect, using the nonlocal theory of thermoelasticity. Temperature is assumed to vary sinusoidally. Laplace Transforms are used to derive the non-dimensional expressions for lateral deflection, axial displacement, temperature distribution, axial stress, and thermal moment in the transformed domain, and numerical inversion techniques are used to find the expressions in the physical domain. The ends of the nanobeam are considered to be simply supported and have a constant temperature. Effect of new modified TPL GN heat transfer and nonlocal parameter is represented graphically for lateral deflection, axial displacement, temperature distribution, axial stress, and thermal moment using the MATLAB software. Few specific cases are also derived.
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横各向同性欧拉-伯努利热弹性纳米束激光脉冲和修正三相滞后格林纳格迪传热
采用改进的三相滞后Green Naghdi (TPL GN)模型,研究了激光脉冲下二维横向各向同性均匀欧拉-伯努利非局部纳米束的振动现象。该模型采用非局部热弹性理论,包含一个可以捕捉尺寸效应的材料长度尺度参数。假定温度呈正弦变化。利用拉普拉斯变换推导出变形域中横向挠度、轴向位移、温度分布、轴向应力和热矩的无因次表达式,并利用数值反演技术求出物理域中的表达式。纳米梁的末端被认为是简单支撑的,并且具有恒定的温度。利用MATLAB软件,用图形化的方式描述了新改进的TPL GN传热和非局部参数对横向挠度、轴向位移、温度分布、轴向应力和热矩的影响。还导出了一些具体的例子。
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来源期刊
Steel and Composite Structures
Steel and Composite Structures 工程技术-材料科学:复合
CiteScore
8.50
自引率
19.60%
发文量
0
审稿时长
7.5 months
期刊介绍: Steel & Composite Structures, An International Journal, provides and excellent publication channel which reports the up-to-date research developments in the steel structures and steel-concrete composite structures, and FRP plated structures from the international steel community. The research results reported in this journal address all the aspects of theoretical and experimental research, including Buckling/Stability, Fatigue/Fracture, Fire Performance, Connections, Frames/Bridges, Plates/Shells, Composite Structural Components, Hybrid Structures, Fabrication/Maintenance, Design Codes, Dynamics/Vibrations, Nonferrous Metal Structures, Non-metalic plates, Analytical Methods. The Journal specially wishes to bridge the gap between the theoretical developments and practical applications for the benefits of both academic researchers and practicing engineers. In this light, contributions from the practicing engineers are especially welcome.
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