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厚球壳与实心球轴对称问题的一般解 被引量:1
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作者 卜小明 严宗达 《应用数学和力学》 EI CSCD 北大核心 1992年第6期497-503,共7页
本文试图从更一般的三维问题基本方程出发研究任意厚球壳与实心球的轴对称问题.对于受任意轴对称载荷的厚球壳和实心球体,文中运用加权残值法给出了以Legendre级数表示的一般解.
关键词 轴对称问题 实心球 厚球壳
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任意厚度球壳非轴对称问题 被引量:1
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作者 卜小明 严宗达 《天津大学学报》 EI CAS CSCD 1993年第3期50-55,共6页
通过设定位移变换,将球坐标下非轴对称三维厚球壳位移型平衡方程合理解耦,并利用连带Legendre多项式的性质和配面法,提供了一种厚球壳问题的有效分析方法。该方法适用于任意厚度球壳的轴对称与非轴对称问题。
关键词 厚球壳 非轴对称问题 配面法
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Static and Buckling Analysis of Concrete Spherical Shells
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作者 Ivana Mekjavic 《Journal of Civil Engineering and Architecture》 2012年第7期899-905,共7页
A finite element analysis, including static and buckling analysis is presented for several notable concrete spherical shells around the world. Also, the structural optimization study of these shells was performed for ... A finite element analysis, including static and buckling analysis is presented for several notable concrete spherical shells around the world. Also, the structural optimization study of these shells was performed for thickness distribution and structure shape to reduce overall tensile stress, deflection and reinforcements. The finite element analysis using Sofistik software shows that a distributed concrete thickness reduces shell stresses, deflections and reinforcements. A geometrically non-linear analysis of these structures with and without imperfections was also performed. To take into account the possible plastification of the material an analysis with non-linear material was performed simultaneously with the geometrically non-linear analysis. This helps in developing an understanding of the structural behaviour and helps to identify all potential failure causes using failure analysis. 展开更多
关键词 Static analysis buckling analysis structural optimization concrete shells spherical shells.
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