共查询到20条相似文献,搜索用时 127 毫秒
1.
摘要:针对三个非阻塞性微颗粒阻尼空心柱,分别采用铁粉、铅粉和砂粒作为填充颗粒,通过自由振动实验,研究颗粒填充率、质量比、空腔结构形式、颗粒材料类型等因素对构件阻尼特性的影响,探索构件的合理空腔结构形式。实验结果表明:颗粒填充率和质量比是柱阻尼的显著影响因素,设计颗粒阻尼柱时选取合适的质量比或填充率可以获得最大程度的阻尼增大效果。另外,多空腔结构形式、多空腔填充颗粒方案以及选用合理的颗粒材料类型均有助于柱阻尼的提高。不管采用金属颗粒还是非金属颗粒,颗粒质量比宜控制在0.3~0.5的范围。当颗粒用量不大时,选用铅粉、铁粉等金属颗粒比采用非金属颗粒能获得更大的结构阻尼。实验结果可为非阻塞性微颗粒阻尼柱的合理设计提供依据。
相似文献
相似文献
2.
利用MTS和落锤试验机研究了由复合材料面板和闭孔泡沫铝芯层组成的夹芯板结构在压入和侵彻时的变形和失效行为,并通过引入无量纲参数——能量吸收效率因子,探讨了一些关键参数对夹芯板压入和侵彻性能以及能量吸收性能的影响,如冲击能量、面板厚度、芯层厚度及相对密度、压头/锤头形状和边界条件等。结果表明夹芯板的破坏主要集中在压头作用的局部区域内。夹芯板的能量吸收效率对其结构参数比较敏感,增加上层面板厚度、芯层厚度或芯层相对密度能够有效地提高夹芯板结构的能量吸收能力以及抵抗压入和侵彻的能力,而下层面板厚度的对夹心板抗侵彻性能的影响不明显。不同的压头/锤头形状和边界条件对泡沫铝夹芯板的压入和侵彻响应以及能量吸收性能影响明显。 相似文献
3.
4.
基于空腔膨胀理论建立工程模型是研究侵彻问题的常用方法。针对射弹侵彻岩石-混凝土类脆性材料半无限靶问题,基于靶体的弹性-裂纹-粉碎响应模式,粉碎区采用考虑围压的Hoek-Brown准则,得到了准静态球形空腔膨胀的空腔壁压力。在Forrestal两个阶段侵彻模型中,用所得空腔壁压力代替隧道侵彻阶段的侵彻阻力,得到刚性弹侵彻岩石-混凝土类脆性材料半无限靶的侵彻深度预估公式,与文献侵彻试验以及现有典型侵彻深度预估公式比较表明,预估公式适用范围更广,对于(超)高强混凝土和岩石材料靶的预测精度更高。 相似文献
5.
6.
7.
8.
9.
在装药发射安全性试验中,只有落锤的冲击载荷与膛压曲线较为相近时,落锤冲击试验结果才有意义。落锤冲击载荷特性与多种因素有关,通过对各种因素的调整,使落锤冲击载荷与膛压曲线吻合是落锤法进行装药发射安全性试验的前提,也具有一定难度。采用ANSYS/LS-DYNA非线性有限元软件对落锤冲击载荷作用下炸药装药内部压力的变化过程进行数值模拟,通过改变落锤的高度、落锤的质量以及炸药装药的高度,来研究炸药装药内部的动态响应特征(压力变化的过程)。模拟实验的结果表明:落锤的高度、落锤的质量以及炸药装药的高度对炸药装药内部压力都有影响;落锤的质量和炸药装药高度对压力脉冲作用时间宽度有影响,而落锤的高度对压力脉冲作用时间没影响。 相似文献
10.
非饱和地基中Love波的传播特性 总被引:1,自引:0,他引:1
基于非饱和多孔介质的波动方程,考虑了土中水,气体与土骨架之间的粘性耦合作用,建立了弹性半空间上非饱和土层中Love波的弥散方程。首先分析了饱和度与频率对非饱和孔隙介质中剪切波速的影响。然后运用数值方法得到了不同饱和度下土层中多种Love模态波的弥散特性和位移分布情况,并用图表的形式给出。数值计算结果表明,上覆非饱和土层中Love波的传播速度和衰减系数不仅具有频散性,而且与土层的饱和度有关。在不同饱和度时的高模态(n≥2)的Love波的截止频率值不同。此外,讨论了饱和度对Love波水平位移幅值的影响。 相似文献
11.
《材料与设计》2015
Fragments of energetic materials have stronger damage effect than traditional inert fragments due to additional energy released by simultaneous chemical reaction. In order to characterize the effect of the properties of energetic materials on the chemical reaction, a vented chamber is used to measure the released energy of energetic fragments under impact conditions, a method developed by Ames. Two energetic fragments, W/Zr-based alloy composites and W/Zr-based metallic glass composites, are also used. They are driven by a 12.7 mm ballistic gun, with various levels of velocity, to impact the sealed chamber containing plates with different material and thickness. High-speed videos of energetic fragments of impact-initiated reaction are recorded through an observational window. The pressure in the chamber is measured by strain pressure sensors. According to one-dimensional shock wave theory, the critical energy generated from the impact-initiated chemical reaction by W/Zr-based alloy composites energetic fragments are calculated, using the data collected from the experiment. The effects on impact-initiated chemical reaction, of types of energetic fragments used in the experiment, as well as target material and thickness are discussed and analyzed. 相似文献
12.
为研究水中爆炸对围岩的增耦,在一个直径1.6 m的水泥砂浆半球体装置上,将其中心预留的直径0.3 m的腔室内注水和置入水泥砂浆芯体,对比性地进行了一系列的1.00 gTNT(2,4,6-三硝基甲苯)当量的填实和空腔爆炸实验.水泥砂浆球表运动测量数据表明,与水泥砂浆中的空腔解耦相比,水中空腔爆炸的解耦效果较差,尤其水腔中爆炸可大大增强爆炸能量的耦合.可以推断,水下爆炸会明显增强围岩中的爆炸应力波强度,近水域中的空中爆炸也可能会增强围岩中的爆炸能耦合,因而相对于围岩和堤坝中同距离、同药量的爆炸来讲,所引起的破坏危险更大. 相似文献
13.
14.
Utilising a series of mechanically over-excavated cavities along borehole is a novel technique for enhancing the permeability of soft coal seams and, consequently, gas drainage. The evolution of cracks induced by a wide range of pressure-relief around an over-excavated hole is intrinsically complex. In this study, the mechanical behaviour and crack evolution of the specimens containing an over-excavated hole under uniaxial compression loading were studied by experimental and 3D numerical simulation. The results indicated that the peak strength and elastic modulus of the specimens gradually decrease with increasing cavity diameter and length, which is also verified by the numerical simulation. The inclusion of cylindrical cavities in over-excavated holes results in reduced crack initiation stress and a greater degradation of peak stress and elastic modulus, despite having an equivalent volume to the ellipsoidal cavity. This is likely attributed to the difference in stress concentration between the cylindrical and ellipsoidal cavities. The crack propagation process can be classified into four stages based on the acoustic emission (AE) event counts, initial crack compaction, stable crack propagation, unstable crack propagation and post-peak failure stage. The two AE indices, rise angle and average frequency value, demonstrated that the failure is dominated by tensile crack and gradually transformed to shear crack. Stress redistribution is essential in the initiation and propagation of cracks. Tensile stress concentration leads to cracks forming at the top and bottom of the hole, which propagate in the direction of loading. Compressive stress concentration results in shear cracks forming at the left and right sides of the hole, which propagate diagonally. The failure pattern of the specimen is ultimately determined by a combination of tensile and mixed crack propagation. The experimental and numerical results contribute to a deeper understanding of the crack evolution mechanism of coal seams with over-excavated holes. 相似文献
15.
16.
17.
18.
19.
20.
We investigate experimentally the behavior of the exponential growth rate of a column of grains, in a partially filled vertically
shaken U-tube. For the set of frequencies used we identify three qualitatively different behaviors for the exponential growth
rate γ as a function of the dimensionless acceleration Γ: (1) an interval of zero growth for low Γ with a smooth change to nonzero growth, analogous to a continuous phase transition; (2) a sigmoidal region for γ at intermediate values of the dimensionless acceleration Γ; and (3) an abrupt change from high values of γ to zero growth at high values of Γ, similar to a first order phase transition. We obtain that our experimental data is well described by a Boltzmann Sigmoidal
funtion, for the change of the exponential growth rate with the dimensionless acceleration of the vertical vibrations. 相似文献