Generation a solution to the equations of elasticity theory for a layered strip basing on the principle of compressed mappings

Author:

Zveryaev Evgeny M.ORCID,Rynkovskaya Marina I.ORCID,Hoa Van DongORCID

Abstract

A systematic presentation of the modified classical semi-inverse SaintVenant method as an iterative one is given on the example of generating a solution to the differential equations of elasticity theory for a long layered strip. The firstorder differential equations of the plane problem are reduced to the dimensionless form and replaced by integral equations with respect to the transverse coordinate, just as it is done in the Picard method of simple iterations. In this case, a small parameter appears in the integral equations before the integral sign as a multiplying factor, which is used to ensure convergence of solutions in accordance with the Banach’s principle of compressed mappings. The equations and elasticity relations are converted to a form that enables to calculate the unknowns consecutively, so that the unknowns being calculated in one equation are the inputs for the next equation, and etc. Fulfillment of the boundary conditions at the long edges leads to ordinary differential equations for slowly and rapidly changing singular components of the solution with sixteen effective stiffness coefficients that are defined by integrals from the given ones as a stepped function of Young's moduli for each layer. Integrating of these ordinary differential equations makes it possible to obtain the formulas for all the required unknowns of the problem, including transverse stresses that are not defined in the classical theory of the beam and solutions of the edge effect type, and to fulfill all the boundary conditions for the elasticity theory problem. The solution of three boundary value problems of the strip elasticity theory is provided such as for a two-layer strip with layers of the same thickness and different thicknesses, and a strip with an arbitrary number of layers. Formulas for all unknowns of the problem are obtained.

Publisher

Peoples' Friendship University of Russia

Subject

General Materials Science

Reference23 articles.

1. Reissner E. Selected Works in Applied Mechanics and Mathematics. London. Jones & Bartlett Publ.; 1996. ISBN 0867209682

2. Mindlin R.D. Influence of rotary inertia and shear on flexural motions of isotropic, elastic plates. American Society of Mechanical Engineers Journal Applied Mechanics. 1951;18(1):31–38. https://doi.org/10.1115/1.4010217

3. Thermal stress analysis of laminated composite plates using exponential shear deformation theory

4. Ghugal Y.M., Pawar M.D. Buckling and vibration of plates by hyperbolic shear deformation theory. Journal of Aerospace Engineering & Technology. 2011;1–1:1–12. Available from: https://techjournals.stmjournals.in/index.php/JoAET/article/view/724 (accessed: 12.02.2023).

5. Sayyad A.S., Ghugal Y.M. Bending and free vibration analysis of thick isotropic plates by using exponential shear deformation theory. Applied and Computational Mechanics. 2012;6(1):65–82. Available from: https://www.kme.zcu.cz/acm/acm/article/view/171 (accessed: 12.02.2023).

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3