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Axisymmetric 3:1 internal resonance of thin-walled hyperelastic cylindrical shells under both axial and radial excitations
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作者 Jia Jiao Jie Xu +1 位作者 Xuegang Yuan Li-Qun Chen 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2022年第8期122-131,共10页
Nonlinear vibration with axisymmetric 3:1 internal resonance is investigated for an incompressible neo-Hookean hyperelastic cylindrical shell under both axial and radial harmonic excitations.A full nonlinear strain-di... Nonlinear vibration with axisymmetric 3:1 internal resonance is investigated for an incompressible neo-Hookean hyperelastic cylindrical shell under both axial and radial harmonic excitations.A full nonlinear strain-displacement relation is derived from the large deflection theory of thin-walled shells.A set of nonlinear differential equations describing the large deflection vibration are formulated by the Lagrange equation and the assumption of small strains.Steady-state responses of the system are predicted via the harmonic balance method with the arc length continuation,and their stabilities are determined via the modified sorting method.The effects of excitations on the steady-state responses are analyzed.The results reveal a crucial role played by the phase difference in the structural response,and the phase difference can effectively control the amplitude of vibration. 展开更多
关键词 thin-walled cylindrical shell Incompressible neo-Hookean material Internal resonance Harmonic balance method with the arc length continuation
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Nonlinear Vibration Analyses of Cylindrical Shells Composed of Hyperelastic Materials 被引量:3
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作者 Jing Zhang Jie Xu +3 位作者 Xuegang Yuan Hu Ding Datian Niu Wenzheng Zhang 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2019年第4期463-482,共20页
The nonlinear vibration problem is studied for a thin-walled rubber cylindrical shell composed of the classical incompressible Mooney-Rivlin material and subjected to a radial harmonic excitation. With the KirchhofF-L... The nonlinear vibration problem is studied for a thin-walled rubber cylindrical shell composed of the classical incompressible Mooney-Rivlin material and subjected to a radial harmonic excitation. With the KirchhofF-Love hypothesis, DonnelFs nonlinear shallow shell theory, hyperelastic constitutive relation, Lagrange equations and small strain hypothesis, a system of nonlinear differential equations describing the large-deflection vibration of the shell is derived. First, the natural frequencies of radial, circumferential and axial vibrations axe studied. Then, based on the bifurcation diagrams and the Poincare sections, the nonlinear behaviors describing the radial vibration of the shell are illustrated. Examining the influences of structural and material parameters on radial vibration of the shell shows that the vibration modes are highly sensitive to the thickness-radius ratio when the ratio is less than a certain critical value. Moreover, in terms of the results of multimodal expansion, it is found that the response of the shell to radial motion is more regular than that without considering the coupling between modes, while there are more phenomena for the uncoupled case. 展开更多
关键词 thin-walled cylindrical shell INCOMPRESSIBLE Mooney-Rivlin material Donnell5s NONLINEAR SHALLOW shell theory NONLINEAR vibration
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Knockdown factor of buckling load for axially compressed cylindrical shells:state of the art and new perspectives 被引量:2
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作者 Bo Wang Peng Hao +1 位作者 Xiangtao Ma Kuo Tian 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2022年第1期1-18,共18页
Thin-walled structures are commonly utilized in aerospace and aircraft structures,which are prone to buckling under axial compression and extremely sensitive to geometric imperfections.After decades of efforts,it stil... Thin-walled structures are commonly utilized in aerospace and aircraft structures,which are prone to buckling under axial compression and extremely sensitive to geometric imperfections.After decades of efforts,it still remains a challenging issue to accurately predict the lower-bound buckling load due to the impact of geometric imperfections.Up to now,the lower-bound curve in NASA SP-8007 is still widely used as the design criterion of aerospace thin-walled structures,and this series of knockdown factors(KDF)has been proven to be overly conservative with the significant promotion of the manufacturing process.In recent years,several new numerical and experimental methods for determining KDF have been established,which are systematically reviewed in this paper.The Worst Multiple Perturbation Load Approach(WMPLA)is one of the most representative methods to reduce the conservatism of traditional methods in a rational manner.Based on an extensive collection of test data from 1990 to 2020,a new lower-bound curve is approximated to produce a series of improved KDFs.It is evident that these new KDFs have an overall improvement of 0.1-0.3 compared with NASA SP-8007,and the KDF predicted by the WMPLA is very close to the front of the new curve.This may provide some insight into future design guidelines of axially compressed cylindrical shells,which is promising for the lightweight design of large-diameter aerospace structures. 展开更多
关键词 thin-walled structures cylindrical shells Imperfection sensitivity Knockdown factor(KDF) Buckling experiment
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水下爆炸载荷下小型目标变形及冲击损伤试验 被引量:2
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作者 李良军 蒋伟康 +1 位作者 艾艳辉 仝志永 《上海交通大学学报》 EI CAS CSCD 北大核心 2010年第10期1450-1455,共6页
采用双腔内部填沙圆柱壳体(硬模型)模拟含内部装填物的水下实体结构,对圆柱壳体在水中受球形三硝基甲苯(TNT)炸药产生的冲击载荷作用下的动力响应过程及其冲击破坏进行研究.对不同装药量、爆炸距离和爆炸方位下的内部填沙圆柱壳体目标... 采用双腔内部填沙圆柱壳体(硬模型)模拟含内部装填物的水下实体结构,对圆柱壳体在水中受球形三硝基甲苯(TNT)炸药产生的冲击载荷作用下的动力响应过程及其冲击破坏进行研究.对不同装药量、爆炸距离和爆炸方位下的内部填沙圆柱壳体目标与空壳目标(软模型)进行了爆炸冲击试验,并将内部填沙圆柱壳体与空壳圆柱壳体在相同爆炸条件下的试验结果进行比较.结果表明,相同爆炸条件下,填沙圆柱壳体比空壳圆柱壳体抗爆能力强,填沙圆柱壳体模型的冲击破坏主要集中于仪器舱段,装药舱段很难破坏,空壳圆柱壳体的冲击破坏主要发生在较薄的主舱段,表现为壳体表面轴向撕裂. 展开更多
关键词 水下爆炸 空壳圆柱壳体 填沙圆柱壳体 冲击损伤
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填沙薄壁圆柱壳结构水下爆炸动力响应研究 被引量:1
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作者 仝志永 李良军 《湖北理工学院学报》 2019年第3期5-8,47,共5页
为评估含填充物的薄壁圆柱壳结构生存能力,以填沙薄壁圆柱壳为研究对象,采用声固耦合算法分析了填沙薄壁圆柱壳结构水下爆炸作用下的弹性应变、塑性形变和损伤的破坏形式,通过试验分析了该算法的计算误差。结果表明,该算法在含填充物的... 为评估含填充物的薄壁圆柱壳结构生存能力,以填沙薄壁圆柱壳为研究对象,采用声固耦合算法分析了填沙薄壁圆柱壳结构水下爆炸作用下的弹性应变、塑性形变和损伤的破坏形式,通过试验分析了该算法的计算误差。结果表明,该算法在含填充物的薄壁圆柱壳结构生存能力评估计算中适用性强。 展开更多
关键词 填沙薄壁圆柱壳 水下爆炸冲击载荷 塑性变形
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