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Postbuckling behaviour of thin-walled girders with orthotropy varying widthwise

机译:正交各向异性宽度变化的薄壁大梁的屈曲后行为

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Postbuckling behaviour of elastic thin-walled orthotropic girders has been analysed within the second order of the Koiter's asymptotic stability theory of conservative systems (Koiter, 1963). Girders built of orthotropic plates with the principal directions of orthotropy parallel to the wall edges characterised by a widthwise varying orthotropy coefficient beta (i) = E-yi/E-xi have been investigated. The girders with square and trapezoid sections, simply supported on the loaded edges, have been analysed. The girders have been subjected to the loads that cause a uniform and linearly variable shortening of the edges. (C) 2001 Elsevier Science Ltd. All rights reserved. [References: 8]
机译:弹性薄壁正交异性梁的屈曲后行为已在保守系统的Koiter渐近稳定性理论的二阶范围内进行了分析(Koiter,1963年)。已经研究了由正交各向异性板构成的大梁,其正交各向异性的主方向与壁边缘平行,其特征是横向变化的正交各向异性系数β(i)= E-yi / E-xi。已经分析了具有正方形和梯形截面的梁,它们简单地支撑在加载的边上。大梁承受了导致边缘均匀且线性变化的缩短的载荷。 (C)2001 Elsevier ScienceLtd。保留所有权利。 [参考:8]

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