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A COMPLETELY COMPATIBLE RECTANGULAR PLANER SHELL ELEMENT WITH HIGHER-ORDER POLYNOMIAL INTERPOLATION DISPLACEMENT FUNCTIONS FOR ANALYSIS OF THIN-WALLED STRUCTURES

机译：具有高阶多项式插值位移功能的完全兼容的矩形平面壳元件，用于分析薄壁结构

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Koji UETANI; Katsuki OHGAMI;
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年度 1997
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2. Free vibration of horizontally curved thin-walled beams with rectangular hollow sections considering two compatible displacement fields [J] . Zhencai Zhu, Lei Zhang, Dexi Zheng, Mechanics Based Design of Structures and Machines . 2016,第1a4期

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3. Non-linear analysis of laminated composite and sigmoid functionally graded anisotropic structures using a higher-order shear deformable natural Lagrangian shell element [J] . Sung-Cheon Han, Won-Hong Lee, Weon-Tae Park Composite Structures . 2009,第1期

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4. hp-adaptive finite element analysis of thin-walled structures with use of the shell-to-shell transition elements [C] . M. Zielińska, G. Zboiński CMM 2013 . 2014

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5. Analysis of thin-walled cylindrical composite shell structures subject to axial and bending loads: Concept development, analytical modeling and experimental verification [D] . Mahadev, Sthanu 2015

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6. Theoretical and Experimental Analysis of Thin-Walled Curved Rectangular Box Beam under In-Plane Bending [O] . Long Yanze, Zhang Ke, Shi Huaitao, 2021

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7. Exact dynamic stiffness elements based on one-dimensional higher-order theories for free vibration analysis of solid and thin-walled structures [O] . Pagani A., Boscolo M., Banerjee J. R., 2013

机译：基于一维高阶理论的精确动力刚度元素，用于实体和薄壁结构的自由振动分析

A COMPLETELY COMPATIBLE RECTANGULAR PLANER SHELL ELEMENT WITH HIGHER-ORDER POLYNOMIAL INTERPOLATION DISPLACEMENT FUNCTIONS FOR ANALYSIS OF THIN-WALLED STRUCTURES

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