共查询到20条相似文献,搜索用时 15 毫秒
1.
压-剪复合应力波作用下材料动态断裂韧性研究 总被引:2,自引:0,他引:2
提出亚微秒单脉冲应力波载荷作用下Ⅱ型裂纹的平板冲击实验技术 .加载率为dK dt~ 10 8MPa·m1 2 ·s-1.实验中由锰铜应力片和弹性波理论分别测定和计算了压应力 ;通过微观分析确定了动态裂纹的平均扩展长度 ;引进等效应力强度因子 ,用动态断裂理论确定了 6 0 #钢的动态断裂韧性KⅠd和KⅡd ;建立了亚微秒冲击载荷作用下确定材料动态断裂韧性的方法 相似文献
2.
研究材料动态本构特性中的重要作用 总被引:11,自引:0,他引:11
在材料动态本构关系的研究中,不论是由波传播信息反求材料本构关系,即所谓解第二类反问题,还是利用应力波效应和应变率效应解耦的方法(如SHPB技术),应力波传播实际上都起着关键作用。在一般性讨论的基础上,就SHPB试验技术分析了应力波传播如何影响材料动态本构特性的有效确定。对于应力/应变沿试件长度均匀分布假定以及一维应力波假定,着重进行了分析。 相似文献
3.
The propagation of elastic stress waves in a conical shell subjected to axial impulsive loading is studied in this paper by
means of the finite element calculation and model experiments. It is shown that there are two axisymmetrical elastic stress
waves propagating with different velocities, i.e., the longitudinal wave and the bending wave. The attenuation of these waves
while propagating along the shell surface is discussed. It is found in experiments that the bending wave is also generated
when a longitudinal wave reflects from the fixed end of the shell, and both reflected waves will separate during the propagation
due to their different velocities.
Southwest Institute of Structural Mechanics 相似文献
4.
5.
The incremental constitutive relation and governing equations with combined stresses for phase transition wave propagation in a thin-walled tube are established based on the phase transition criterion considering both the hydrostatic pressure and the deviatoric stress. It is found that the centers of the initial and subsequent phase transition ellipses are shifted along the σ-axis in the στ-plane due to the tension-compression asymmetry induced by the hydrostatic pressure. The wave solution offers the "fast" and "slow" phase transition waves under combined longitudinal and torsional stresses in the phase transition region. The results show some new stress paths and wave structures in a thin-walled tube with phase transition, differing from those of conventional elastic-plastic materials. 相似文献
6.
7.
HanQiang(韩强);MaHongwei(马宏伟);ZhangShanyuan(张善元);YangGuitong(杨桂通);WuJike(武际可)(ReceivedNov.18.1994)THEDYNAMICBUCKLINGPROBLEMCAUS... 相似文献
8.
轴向应力波作用下圆柱壳塑性轴对称动力屈曲 总被引:2,自引:0,他引:2
运用有限元特征值分析方法对应力波作用下圆柱壳塑性轴对称动力失稳问题进行了研究。基于应力波理论和相邻平衡准则导出了圆柱壳轴对称动力失稳时的特征方程,在分析中同时考虑了应力波效应及横向惯性效应,把圆柱壳塑性动力失稳问题归结为特征值问题。通过引入圆柱壳动力失稳时的波前约束条件实现了此类问题的有限元特征值解法。计算结果揭示了圆柱壳塑性轴对称动力屈曲变形发展的机理,以及轴向应力波和屈曲变形的相互作用规律。 相似文献
9.
Fracture behavior of viscoelastic materials under various biaxial-stress fields was studied experimentally in a specially developed apparatus. The biaxial stresses were applied at various time rates of stress to study the effects of rate of loading on fracture behavior. Examination of experimental data indicated that a simple relationship could be established between octahedral shear stress and octahedral shear strain at fracture corresponding to various biaxial stresses. Finally, a criterion of failure based on the total strain energy at fracture was suggested. The strain energy at fracture predicted from the linear viscoelastic theory agrees reasonably well with that determined experimentally. 相似文献
10.
对混凝土类材料动态压缩应变率效应研究的发展及问题进行了概述,对比不同应力状态下混凝土类材料动态压缩应变率效应的表现特征,揭示了不同加载路径下实测动态强度提高系数的显著差异。研究表明,在高应变率下,基于初始一维应力加载路径的试件将因横向惯性效应导致的侧向围压而演化至多维应力状态,传统霍普金森杆技术无法获得高应变率下基于真实一维应力路径的动态强度提高系数,在强度模型中直接应用实测数据将过高估计材料的动态强度。鉴于应变率效应的加载路径依赖性,将仅包含应变率的强度提高系数模型扩展至同时计及应变率和应力状态的多维应力状态模型,并结合Drucker-Prager准则在强度模型中给予了实现。针对具有自由和约束边界试件开展的数值霍普金森杆实验表明,多维应力状态下的应变率效应模型可以考虑应变率效应随应力状态改变的特点,从而准确预测该类材料的动态压缩强度。研究结果可为正确应用霍普金森杆技术确定脆性材料的动态压缩强度提供参考。
相似文献11.
在轴向应力波传播和反射过程中弹性有限长圆柱壳非对称动态屈曲 总被引:2,自引:0,他引:2
本文讨论弹性有限长圆柱壳端部受冲击载荷作用,在轴向应力波传播和反射过程中的非对称动态屈曲问题。通过建立和求解扰动方程得到了动态屈曲的分叉条件,临界载荷和屈曲模态。数值结果表明:当壳壁厚不很薄时,轴对称屈曲临界载荷比非轴对称临界载荷高;反之,轴对称临界载荷会比非对称临界载荷低;由于应力波的反射,临界载荷降低,因而更容易发生屈曲,屈曲模态也有其不同特点。 相似文献
12.
P. H. Wen M. H. Aliabadi D. P. Rooke 《Archive of Applied Mechanics (Ingenieur Archiv)》1996,66(5):326-335
Summary In this paper, an indirect boundary integral equation method for the solution of dynamic crack problems is presented. The Laplace transform method is used to derive the fundamental solutions for the opening mode (mode I) and the sliding mode (mode II) displacement discontinuity. Accurate dynamic stress intensity factorsK
N
(t) (N=I,II) resulting from different time-dependent loads on the crack surface are obtained. The specific influences of the various elastic waves on the stress intensity factors can be clearly seen from the results.On leave Central-South University of Technology Changsha, P.R. China 相似文献
13.
An experimental investigation is conducted on the two-dimensional punch problem for isotropic materials and unidirectional
fiber-reinforced composite materials under quasi-static and impact loading. Singular stresses are generated in the specimen
near the punch corners, and the stress intensity factorK
Iis introduced to describe the singular stress field. Laser interferometry is used to measure in-plane stresses (transmission
mode) and out-of-plane displacements (reflection mode) and then estimate the stress intensity factor. In the dynamic case,
a high-speed photography technique was employed to capture the transient response of the specimen and measureK(t) just after the impact. In all the cases, a good agreement between the measurements ofK and theoretical predictions was found. 相似文献
14.
压剪联合冲击下K9玻璃中的失效波 总被引:1,自引:0,他引:1
对K9玻璃进行了冲击速度为150~400 m/s,倾斜角为10、15的纵剖试样斜撞击实验。结果表明,在加载剪切横波(S+)和卸载纵波(P-)之间有波速超过了纵波波速的波阵面存在,此波的存在对卸载纵波和卸载横波的幅值有一定的影响。由于失效波的产生与材料的表面性质密切相关,为消除纵剖试样中间界面的影响,模拟VISAR的实验条件,进行了冲击速度为70~300 m/s、倾斜角为10的横剖试样斜撞击实验。可以确定在此冲击范围失效波的波速在0.98~1.4 km/s,产生失效波的临界状态为:压应力0.86~1.01 GPa,对应剪应力0.053~0.071 GPa。表明剪应力的存在极大降低了失效波产生的阈值。在此基础上初步分析了撞击面的动摩擦因数和相对滑移速度。 相似文献
15.
不同地应力条件下切缝药包爆破的数值模拟 总被引:1,自引:0,他引:1
针对切缝药包定向爆破的特点,考虑岩石介质非均匀性的基础上,把岩石爆破视为爆炸应力波动态作用和爆生气体压力准静态作用的过程,基于损伤力学理论建立岩石爆破的力学模型,并对不同地应力条件下切缝药包爆破的裂纹演化规律进行数值模拟,分析不同地应力条件对切缝药包爆破效果的影响。模拟结果表明:采用切缝药包爆破时,裂纹主要萌生于切缝周边,沿切缝方向扩展,切缝对定向裂纹的控制作用明显;当考虑地应力作用,且最大地应力方向与切缝方向垂直时,不利于定向裂纹的扩展;最大地应力方向与切缝方向平行时,有利于定向裂纹的扩展。裂纹的扩展方向受控于切缝角度和最大地应力方向这2个条件,裂纹扩展规模则受到地应力的限制。 相似文献
16.
An experimental investigation on the dynamic axial buckling of cylindrical shells using a Kolsky Bar
Several experiments were performed with a Kolsky Bar (Split Hopkinson Pressure Bar) device to investigate the dynamic axial
buckling of cylindrical shells. The Kolsky Bar is a loading as well as a measuring device which can subject the shells to
a fairly good square pulse. An attempt is made to understand the interaction between the stress wave and the dynamic buckling
of cylindrical shells. It is suggested that the dynamic axial buckling of the shells, elastic or elasto-plastic, is mainly
due to the compressive wave rather than the flexural or bending wave. The experimental results seem to support the two critical
velocity theory for plastic buckling, withV
c1
corresponding to an axisymmetric buckling mode andV
c2
corresponding to a non-symmetric buckling mode.
The project supported by National Natural Science Foundation of China 相似文献
17.
分析了应力波通过不同介质的交界面时,应力波所具有的动量在界面两边的重新分配与影响动量在边界上转移的因素。讨论了靶中应力波幅度和宽度的调控方法、冲击器的飞行速度与厚度的相关性、靶中应力波的平面范围。给出了可调控靶中应力波形的平面低压化爆加载装置的应用实例。 相似文献
18.
The characteristic-value analysis of plastic dynamic buckling is presented for columns under the action of elastoplastic compression wave caused by an axial-step load. Two critical conditions constituting a dynamic instability criterion are derived on the basis of transformation and conservation of energy. The governing equations, the boundary conditions and the continuity conditions derived by the use of the first critical condition are the same as those given by the adjacent-equilibrium criterion and are insufficient for determining two characteristic parameters involved in the governing equations. A supplementary restraint equation for buckling deformations at the plastic-wave front and the elastic-wave front is derived by the use of the second critical condition. Then, a couple of characteristic equations for two characteristic parameters are derived on the condition that the governing equations have non-trivial solutions satisfying the boundary conditions, the continuity conditions and the supplementary restraint equation. The critical-load parameters, dynamic characteristic parameter (exponent parameter of inertia term) and dynamic buckling modes are calculated from the solutions of the characteristic equations. 相似文献
19.
20.
The determination of structural dynamic stress spectrum distribution is of great significance in the structural fatigue strength evaluation as well as reliability design. In previous empirical data processing methods, the data grouping and distribution fitting were excessively coarse and contained distinctive defects. This paper proposed an effective approach to statistically group actual measured dynamic stress data and validly extrapolate the combined distribution to fit the dynamic stress spectrum distribution. This approach has been verified its effectiveness through chi-square test, stress spectrum extrapolation and damage calculation in dynamic stress study. 相似文献