• Three difference buckling modes of delaminated shell were considered. The influence of boundary condition, length and depth of delamination on buckling load was analyzed.

    考虑脱层壳的三种不同屈曲模态,分析了边界条件、脱层长度、深度对脱层壳屈曲载荷的影响;

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  • This paper presents the experiment and theoretical analysis of plastic buckling of rib and ring stiffened cylindrical shell under uniform external pressure.

    本文进行了纵环加筋圆柱薄壳在均布外压作用下的屈曲试验和分析研究。

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  • In this paper, the problem of nonlinear dynamic buckling of corrugated shallow spherical shell used sensor component is studied.

    研究了用于传感器弹性元件波纹扁球壳的非线性动态屈曲问题。

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  • To learn the buckling of thin-wall cylindrical shell under axial impact is helpful to the design of energy-absorbing structure.

    了解轴向冲击下薄壁圆柱壳的屈曲行为,有助于进行吸能构件设计。

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  • In this paper, the elastic stability of reinforced concrete silo shell roof is analyzed using finite-element model. The elastic critical buckling loads of the shell roof are calculated.

    本文用有限元模型分析了钢筋混凝土浅圆仓仓顶的弹性稳定性,计算了其屈曲临界荷载。

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  • The dynamic buckling behavior of the thin-wall cylindrical shell is more complicated than that of the thick shell due to its more unevenness.

    由于薄壁圆柱壳比厚壁圆柱壳的不均匀性更大,薄壁圆柱壳的轴向动力屈曲比厚壁复杂得多。

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  • In last, the approximate formulas of computing buckling pressure according to its "equivalent cylindrical shell" is also given.

    最后还给出了按其“相当的正圆锥壳”计算临界压力的近似公式。

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  • In this paper, the strength, stiffness and buckling of large FRP conducting wind channel in cooling tower are analyzed using orthotropic shell theory.

    用正交各向异性壳体理论,对大型逆流式冷却塔的玻璃钢导风筒进行了强度、刚度和稳定性分析。

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  • The analysis on nonlinear buckling of double-deck hyperbolic parabolic reticulated shell under the uniform pressure.

    双层双曲抛物面网壳结构在均布压力作用下的非线性屈曲分析。

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  • The elephant-food buckling(EFB) is one of the main destruction phenomenon of large cylindrical liquid storage tanks during earthquake, which occurs on the shell near the tank base zone.

    “象足”屈曲现象是大型钢制立式储液罐地震破坏的主要形式之一,它发生在靠近底部的壁板区域。

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  • Secondly, a classical elastic flexural-torsional buckling tests on arch is introduced, which is simulated by shell element SHELL63 and beam element BEAM189 of commercial software ANSYS.

    其次介绍了一个经典的拱的弹性弯扭屈曲试验,并采用有限元商业软件ANSYS中的SHELL63单元和BEAM189单元分别进行了模拟。

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  • A dynamic plastic buckling analysis of three AMT aluminum alloy circular cylindrical shell with different thickness under external pressure and axial impact is presented in this paper.

    本文利用AMT铝合金三种不同厚度的圆柱壳,在常外压和不同轴向冲击载荷作用下的柱壳塑性动力屈曲问题。

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  • The destroyed process of the truncated conical shell is from buckling to collapse.

    截顶圆锥壳的破坏过程是一个从屈曲破坏直至压溃的过程。

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  • A shallow shell model is developed for the elastic buckling of a single wall carbon nanotube under a uniform external axial pressure by using the nonlocal elastic theory.

    基于非局部弹性理论,在考虑小尺度效应影响的情况下,建立了单壁碳纳米管在均匀轴向外部压力下的壳体模型。

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  • The character of unequal-thickness was considered as geometrical defect, which decreases the critical stress of classical shell buckling to some extent.

    提出多层不等厚可看成是圆柱壳壳壁上的几何缺陷,在一定程度上会减弱经典圆柱壳的屈曲临界应力水平。

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  • Stiffened plate is the basic structure form of ships, so it is important to study the buckling characteristic of stiffened plate and shell.

    加筋板是船舶与海洋结构物的基本结构形式,因此研究加筋板壳的稳定性有着十分重要的工程意义。

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  • Buckling and plastic collapse of the stiffened panels which is composed of the deck, bottom plating and side shell easily causes the overall failure of a ship hull girder.

    甲板、船底板、舷侧板和加强筋所构成的加筋板的屈曲和塑性破坏通常容易导致船体梁的总体失效。

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  • The Research on Vibration Reducing Performance of Single Layer Ellipse Lattice Shell Installed Buckling Restrained Braces;

    目的分析带有屈曲约束支撑的双重结构体系在不同刚度比例下的抗震性能。

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  • This paper presents an experimental investigation on the dynamic buckling of a Kiewitt8 single-layer reticulated shell model under drop hammer impact.

    在这样的背景下,本文对网壳结构的一种常见形式——单层鞍型网壳在强震下的失效机理开展了较为深入的研究。

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  • This paper presents an experimental investigation on the dynamic buckling of a Kiewitt8 single-layer reticulated shell model under drop hammer impact.

    在这样的背景下,本文对网壳结构的一种常见形式——单层鞍型网壳在强震下的失效机理开展了较为深入的研究。

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