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爆炸与冲击载荷下结构和材料动态响应研究的新进展 总被引:33,自引:2,他引:31
对激波与高应变率现象的基础问题及应用国际学术会议 (EXPLOMET 2 0 0 0 )和第 2 0届国际理论与应用力学大会 (ICTAM 2 0 0 0 )上有关爆炸冲击载荷下结构和材料动态响应的研究论文进行了回顾和综合分析。分别从应力波、结构的高应变率响应和材料的高应变率响应三个方面就其新进展和新动向作了述评。 相似文献
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船用加筋板架爆炸载荷下动态响应数值分析 总被引:15,自引:0,他引:15
针对船用加筋板架复杂结构在爆炸冲击波作用下的动态响应 ,采用商用高动态非线性有限元程序MSC/Dytran ,讨论了大尺寸加强结构板架迎爆承载问题 ,提出了复杂板架结构爆炸冲击波作用下动态响应的有限元计算方法 ,并进行了模型试验。试验结果与计算结果吻合较好 ,验证了应用程序及计算模型参数的稳定性和可靠性。对加筋板架两种承载形式 (大尺寸加强构件迎爆或背爆设置 )在爆炸冲击波作用下的动态响应 (板架中心挠度和塑性分布 )差异的分析研究表明 ,大尺寸骨架 (纵骨和肋骨 )背向爆炸冲击波设置将分散爆炸冲击波的冲击作用、减小板架变形、增强其抵抗爆炸冲击波冲击的能力 ,使结构偏于安全。 相似文献
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固支加筋方板的大挠度塑性动力响应 总被引:9,自引:0,他引:9
本文详细分析了爆炸载荷作用下固支回筋方板的大挠度塑性动力响应,给出了各种可能的运动模拟以及相应的差别条件,导出了最大残余变形的计算式,与文献[3]的试验结果比较表明,在多数情况下符合良好。 相似文献
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钢质套筒被动围压下混凝土材料的冲击动态力学性能 总被引:2,自引:0,他引:2
为了研究混凝土材料在钢质套筒侧限约束下的动态力学性能参数和破坏规律,采用分离式大直径(75 mm)SHPB实验技术,测试了钢质套筒侧限约束下不同混凝土试件在不同载荷作用下轴向或径向的应力、应变峰值,平均应变率,计算了混凝土材料的损伤值,描述了加载破坏现象,对实验结果进行了分析。结果表明:混凝土材料在被动围压下,延性、抗破坏能力得到加强,具有明显的增强效应。被动围压下SHPB实验中混凝土材料的破坏应变为典型SHPB实验中破坏应变的1.8~2.8倍;破坏应力达到150 MPa以上,为静力学无围压条件下的2~5倍。 相似文献
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Nonlinear Dynamics - A mathematical model of a contact interaction between two plates made from materials with different elasticity modulus is derived taking into account physical and design... 相似文献
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层合板是航空航天领域典型的承力构件,过大的层间应力是导致其分层失效的主要原因.准确的层间应力预测往往依赖于三维平衡方程后处理方法(TPM).然而,该方法需要计算面内应力的一阶导,使得基于C0型板理论构造的线性单元无法使用TPM计算横向剪应力.本文在三维平衡方程后处理方法的基础上,提出了一种新后处理方法(NPM).新后处理方法通过虚功等效法消除了三维平衡方程后处理方法中产生的位移参数的高阶导.基于提出的新后处理方法和C0型板理论,仅需使用线性单元就可以预测层合板的横向剪应力.为了验证所提方法的有效性,本文基于修正锯齿理论(RZT)和所提方法构造了一种C0连续的三节点三角形线性板单元.数值算例表明,所提方法和三维平衡方程后处理方法具有相同的计算精度,提出的板单元能够准确高效地预测层合板的横向剪应力.此外,所提方法便于结合现有的有限元商用软件使用,基于商用软件中板壳单元获得的节点位移,使用新后处理方法极易获得准确的层间剪应力. 相似文献
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本文在考虑大变形、忽略阻尼影响的情况下,基于高散加筋板模型,对具有弹性约束边界的加筋板在流固冲击载荷下的非线性瞬态响应进行了理论研究.取样条函数作为挠度试函数,运用加权残值法求得加筋板动力响应的控制方程,采用四阶Runge-Kutta法求解该方程,并用Fortran语言编制了相应的计算程序.构造的B样条函数能适应板侧边上的任意弹性转动约束.文中不仅分析了不同的冲击载荷形式对加筋板动力特性的影响,还讨论了载荷峰值、冲击栽荷持续时问、加强筋和弹性转动约束的影响. 相似文献
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T. Mizusawa 《Archive of Applied Mechanics (Ingenieur Archiv)》1992,62(1):62-71
Summary Vibrations of a stiffened annular sector plate with arbitrary boundary conditions are analysed using the spline element method. The plate is idealized as a system of an annular sector plate and curved beams rigidly connected to each other. To demonstrate the accuracy of the present method several examples are solved, and the results are compared with those obtained analytically and by other numerical methods. Good accuracy is obtained. The effect of stiffening beams on the frequencies of stiffened annular sector plates is also investigated.
Bestimmung der Schwingungen versteifter Kreisringsegment-Platten mit Hilfe der Spline-Element-Methode
Übersicht Die Schwingungen versteifter Sektorplatten werden mittels der Spline-Element-Methode untersucht. Die Platte wird als ein System von Sektorplatte und gebogenen Trägern idealisiert. An Zahlenbeispielen wird gezeigt, daß bezüglich der üblichen analytischen Methode und numerischen Methoden die genaue Lösung erhalten wird. Der Effekt versteifender, gebogener Träger auf die Frequenzen wird untersucht.相似文献
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A dynamic method is described for determining the linear buckling loads of elastic, perfectly flat, rectangular plates. The
proposed method does not require the application of in-plane loads; it requires only vibrational excitation of the plate.
The buckling load is determined from the measured normal modes of vibration. The method is applicable to isotropic as well
as anisotropic plates with any type of edge support. The accuracy of the dynamic method was evaluated by tests in which buckling
loads of aluminum and graphite fiber-reinforced-epoxy composite plates were determined both by the dynamic method and by imposing
static in-plane loads on the plates. The results of the dynamic and static tests agree closely.
A. Segall (on leave from RAFAEL, Israel) 相似文献
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Anastasia H. Muliana 《International Journal of Solids and Structures》2009,46(9):1911-1924
This study introduces a micromechanical model for predicting effective thermo-viscoelastic behaviors of a functionally graded material (FGM). The studied FGM consists of two constituents with varying compositions through the thickness. The microstructure of the FGM is idealized as solid spherical particles spatially distributed in a homogeneous matrix. The mechanical properties of each constituent can vary with temperature and time, while the thermal properties are allowed to change with temperature. The FGM model includes a transition zone where the inclusion and matrix constituents are not well defined. At the transition zone, an interchange between the two constituents as inclusion and matrix takes place such that the maximum inclusion volume contents before and after the transition zone are less than 50%. A micromechanical model is used to determine through-thickness effective thermal conductivity, coefficient of thermal expansion, and time-dependent compliance/stiffness of the FGM. The material properties at the transition zone are assumed to vary linearly between the two properties at the bounds of the transition zone. The micromechanical model is designed to be compatible with finite element (FE) scheme and used to analyze heat conduction and thermo-viscoelastic responses of FGMs. Available experimental data and analytical solutions in the literature are used to verify the thermo-mechanical properties of FGMs. The effects of time and temperature dependent constituent properties on the overall temperature, stress, and displacement fields in the FGM are also examined. 相似文献
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陈远汉 《应用数学和力学(英文版)》1984,5(1):1121-1135
In the present paper, a finite element mixed variational functional and the iterative equations of the eccentric orthogonal stiffened plates are developed in accordance with nonlinear elasticity. By using an important technique the coupling coefficients of the two-dimensional coupling matrix are resolved into the known input data in the programming which is a three-dimensional coefficient matrix. The nonlinear equations are transformed into the instantaneous linear equations; and by using the conjugate gradient method the linear equations are solved. As a result, therefore, the calculation is enormously simplified, the precision manifested, and a satisfactory result obtained. 相似文献
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