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ANALYTICAL SOLUTION OF RESTRAINED TORSIONAL STRESSES AND DISPLACEMENT FOR RECTANGULARSECTION BOX BAR WITH HONTYCOMB CORE
作者姓名:张英世  张行
作者单位:DepartmentofFlightVehicleDesignandAppliedMechanics,BeijingUniversityofAeronauticsandAstronautics,Beijing100083,P.R.China
基金项目:theScienceFoundationofAviationofChina (99B51 0 2 4)
摘    要:Differential equation of restrained torsion for rectangular-section box bar with honeycomb core was established and solved by using the method of undetermined function. Non-dimension normal stress, shear stress acting in the faceplate and shear stress acting in the honeycomb-core and warping displacement were deduced. Numerical analysis shows the normal stress attenuates quickly along x-axis. Normal stress acting on the cross section at a distance of 20 h from the fixed end is only one per cent of that acting on the fixed end.

关 键 词:蜂窝结构  解析解  剪切应力  变形位移  数值分析
收稿时间:21 December 2001

Analytical solution of restrained torsional stresses and displacement for rectangular-section box bar with hontycomb core
Zhang?Ying-shi,Zhang?Xing.ANALYTICAL SOLUTION OF RESTRAINED TORSIONAL STRESSES AND DISPLACEMENT FOR RECTANGULARSECTION BOX BAR WITH HONTYCOMB CORE[J].Applied Mathematics and Mechanics(English Edition),2004,25(7):779-785.
Authors:Zhang Ying-shi  Zhang Xing
Institution:Department of Flight Vehicle Design and Applied Mechanics, Beijing University of Aeronautics and Astronautics, Beijing 100083, P.R. China
Abstract:Differential equation of restrained torsion for rectangular-section box bar with honeycomb core was established and solved by using the method of undetermined function.Non-dimension normal stress, shear stress acting in the faceplate and shear stress acting in the honeycomb-core and warping displacement were deduced. Numerical analysis shows the normal stress attenuates quickly along x-axis. Normal stress acting on the cross section at a distance of 20 h from the fixed end is only one per cent of that acting on the fixed end.
Keywords:honeycomb structure  constrain  twist  attenuation  rectangular section box bar  normal stress  shear stress  warping displacement
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