基于弹性板矩膜理论的石墨烯片平面受力状态稳定性研究

IF 0.9 4区 工程技术 Q4 MECHANICS
A. H. Sargsyan, S. H. Sargsyan
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引用次数: 0

摘要

二维纳米材料(石墨烯、碳纳米管)是一种高强度、超轻的材料,具有广阔的应用前景。从理论和应用的角度来看,基于二维纳米材料变形行为的连续介质理论,研究其静力学、稳定性、振动以及所需力学特性的计算等各种问题是相关的。本文基于弹性板的矩膜理论,将其解释为石墨烯变形行为的连续统理论,研究了自由支承的石墨烯片(矩形板)的稳定性问题。薄片在一个方向上均匀压缩,在两个方向上均匀压缩,并在其平面上承受剪切应力。本文还考虑了均匀压缩的石墨烯片的稳定性问题,其中石墨烯片在相对的两侧自由支承,另一侧具有不同的边界条件。在求解石墨烯片(矩形板)的稳定性问题时,采用欧拉法,考虑一种与初始(无力矩)位置(屈曲板)略有偏离的平衡形式。微分平衡方程和边界条件为这种形状。临界荷载值由这些边界问题的解确定,即板的初始平面形式变得不稳定时的荷载值。所有的解决方案都附有数值结果:表格或图表提供了每个特定情况下的临界载荷值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Stability of the Plane Stressed State of the Graphene Sheet Based on the Moment-Membrane Theory of Elastic Plates

Stability of the Plane Stressed State of the Graphene Sheet Based on the Moment-Membrane Theory of Elastic Plates

Stability of the Plane Stressed State of the Graphene Sheet Based on the Moment-Membrane Theory of Elastic Plates

Two-dimensional nanomaterials (graphene, carbon nanotube) are high-strength and ultra-light materials that have several promising areas of application. From theoretical and applied perspectives, it is relevant to study various problems of their statics, stability, vibrations, and calculations of the required mechanical characteristics based on the corresponding continuum theory of the deformation behavior of two-dimensional nanomaterials.

In this work, based on the moment-membrane theory of elastic plates, which is interpreted as the continuum theory of the deformation behavior of graphene, stability problems of a freely supported graphene sheet (rectangular plate) are studied. The sheet is uniformly compressed in one direction, compressed in two directions, and subjected to shear stresses in its plane. The stability problem of uniformly compressed graphene sheets, freely supported on two opposite sides and having different boundary conditions on the other two sides, is also considered.

When solving stability problems of the graphene sheet (rectangular plate), the Euler method is applied, considering a form of equilibrium that is slightly deviated from the initial (moment-free) position (buckled plate). Differential equilibrium equations and boundary conditions are formulated for this shape. The critical load value is determined from the solution of these boundary problems, i.e., the load value at which the initial flat form of the plate becomes unstable. All solutions are accompanied by numerical results: tables or diagrams providing the critical load values for each particular case.

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来源期刊
Mechanics of Solids
Mechanics of Solids 医学-力学
CiteScore
1.20
自引率
42.90%
发文量
112
审稿时长
6-12 weeks
期刊介绍: Mechanics of Solids publishes articles in the general areas of dynamics of particles and rigid bodies and the mechanics of deformable solids. The journal has a goal of being a comprehensive record of up-to-the-minute research results. The journal coverage is vibration of discrete and continuous systems; stability and optimization of mechanical systems; automatic control theory; dynamics of multiple body systems; elasticity, viscoelasticity and plasticity; mechanics of composite materials; theory of structures and structural stability; wave propagation and impact of solids; fracture mechanics; micromechanics of solids; mechanics of granular and geological materials; structure-fluid interaction; mechanical behavior of materials; gyroscopes and navigation systems; and nanomechanics. Most of the articles in the journal are theoretical and analytical. They present a blend of basic mechanics theory with analysis of contemporary technological problems.
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