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An experimental analysis of large deflection theory as applied to shallow conical shells subjected to uniform pressure

机译：大挠度理论在均压作用下浅锥壳的实验分析

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Barney Lawrence Albert 1937-;
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年度 1962
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正文语种 en_US
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1. Elastic Analysis of Rotating Thick Truncated Conical Shells Subjected to Uniform Pressure Using Disk Form Multilayers [J] . Mohammad Zamani Nejad, Mehdi Jabbari, Mehdi Ghannad ISRN Mechanical Engineering . 2014,第5期

机译：圆盘形多层均压作用下旋转截断圆锥形厚壳的弹性分析
2. NUMERICAL ANALYSIS OF EXPERIMENTAL RESEARCH ON BUCKLING OF CLOSED SHALLOW CONICAL SHELLS UNDER EXTERNAL PRESSURE [J] . Karasev Alexey, Varianychko Maryna, Bessmertnyi Yaroslav, Journal of teoretical and applied mechanics . 2020,第1期

机译：外压下闭合圆锥壳屈曲实验研究的数值分析
3. Combined effects of elastic foundations and shear stresses on the stability behavior of functionally graded truncated conical shells subjected to uniform external pressures [J] . Sofiyev A. H., Kuruoglu N. Thin-Walled Structures . 2016,第May期

机译：弹性地基和剪应力对功能梯度平顶圆锥壳在均匀外压作用下的稳定性行为的综合影响
4. Nonlinear Stability Analysis for FGM Shallow Conical Shells Subjected to Thermal and Mechanical United Loads [C] . Xu Jiachu, Deng Chao, Wang Hao International Conference on Manufacturing Science and Engineering . 2012

机译：用于热电机械联合负荷的FGM浅锥形壳体的非线性稳定性分析
5. GENERAL INSTABILITY OF A CYLINDRICAL SHELL WITH CONICAL ENDS SUBJECT TO UNIFORM EXTERNAL PRESSURE. [D] . MANNING, SHERRELL DANE. 1969

机译：圆锥形端部的圆柱壳的总体不稳定性受均匀的外部压力作用。
6. Buckling Behavior of FG-CNT Reinforced Composite Conical Shells Subjected to a Combined Loading [O] . Abdullah H. Sofiyev, Francesco Tornabene, Rossana Dimitri, 2020

机译：FG-CNT增强复合锥壳在复合载荷作用下的屈曲行为
7. Large deflections of shallow conical shells subjected to uniform pressure [O] . McCormick Thomas Allen 1935- 1961

机译：承受均匀压力的浅圆锥壳的大挠度
8. Stress and Stability Analysis of Cylindrical and Conical Shells. Volume I. An Infinitesimal-Buckling Analysis for Truncated Conical Shells Subjected to External Pressure [R] . Pittner, E. V., Morton, F. G. 1961

机译：圆柱壳和锥壳的应力和稳定性分析。第一卷。截断圆锥壳受外压影响的无穷小屈曲分析

An experimental analysis of large deflection theory as applied to shallow conical shells subjected to uniform pressure

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