矩形截面正交各向异性梁的扭转刚度研究

IF 1.3 Q3 ENGINEERING, MULTIDISCIPLINARY
A. Baksa, I. Ecsedi, Á. Lengyel, Dávid Gönczi
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引用次数: 0

摘要

本文研究了矩形截面均质正交各向异性梁的扭转刚度。考虑梁的扭转刚度是在圣维南均匀扭转理论的框架下定义的。给出了确定扭转刚度的精确和近似解。在给定的横截面积下,确定其扭转刚度的最大值的横截面形状。研究了扭转刚度与梁的比剪模量的关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
On the Torsional Rigidity of Orthotropic Beams with Rectangular Cross Section
The paper deals with the torsional rigidity of homogenous and orthotropic beam with rectangular crosssection. The torsional rigidity of the considered beam is defined in the framework of the Saint-Venant theory ofuniform torsion. Exact and approximate solutions are given to the determination of the torsional rigidity. The shapeof cross section is determined which gives maximum value of the torsional rigidity for a given cross-sectional area.The dependence of torsional rigidity as a function of the ratio shear moduli of beam is also studied.
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来源期刊
CiteScore
3.80
自引率
6.20%
发文量
57
审稿时长
20 weeks
期刊介绍: IJMEMS is a peer reviewed international journal aiming on both the theoretical and practical aspects of mathematical, engineering and management sciences. The original, not-previously published, research manuscripts on topics such as the following (but not limited to) will be considered for publication: *Mathematical Sciences- applied mathematics and allied fields, operations research, mathematical statistics. *Engineering Sciences- computer science engineering, mechanical engineering, information technology engineering, civil engineering, aeronautical engineering, industrial engineering, systems engineering, reliability engineering, production engineering. *Management Sciences- engineering management, risk management, business models, supply chain management.
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