共查询到20条相似文献，搜索用时 15 毫秒
1.
鉴于目前岩石动态断裂韧度在研究方法上没有统一的标准,有必要对其进行研究。使用花岗岩制作中心裂纹圆盘试件,预制裂纹的宽度控制在1mm左右,在SHPB试验系统下进行动态冲击,得出试件两端的平均载荷带入到推广的中心裂纹圆盘试件应力强度因子计算公式算出动态断裂韧度。 相似文献
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Surface wave dynamics of falling film on the surface of periodic rectangular wall under monochromatic-frequency flowrate forcing disturbances is studied via numerical simulation. Waveforms formed on the periodic rectangular wall are different from those on the flat plate. At low frequency, the perturbation introduced at the inlet first undergoes a steady flow region and then develops into solitary waves. When the frequency becomes higher, solitary waves disappear. Film deformations in the steady flow region and characteristics of solitary waves are studied as the film travels down. There are circulations at the depression of periodic wall which are dependent on the local film characteristics and geometry of the corrugation. Moreover, the flow rate and geometry of the corrugations can also affect the evolvement of the monochromatic perturbation. 相似文献
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This paper investigates the wave attenuation properties of the double trapezoidal submerged breakwaters on the flat-bed by conducting physical experiments subjected to linear and cnoidal incident waves.The method of Goda’s two points is used to separate the heights of incident,reflected and transmitted waves based on the experimental data.The possible factors affecting the wave attenuation properties of the double trapezoidal submerged breakwaters(i.e.,the relative submerged water depth,relative breakwater spacing,wave steepness and relative wave height) are investigated with respect to the reflection and transmission coefficients.The results show that there is a range,within which the breakwater spacing has little impact on the reflection coefficient,and the transmission coefficient tends to be a constant.The influence of the wave steepness is reduced while the breakwater spacing is too large or too small.Within the range of the relative wave height tested in this study,the reflection and transmission coefficients increase and decrease with the relative wave height,respectively.The double trapezoidal submerged breakwaters model indicates a good attenuation effect for larger wave steepness,big relative wave height and within the range of the relative breakwater spacing between 12.5 and 14 according to linear and cnoidal waves.The changes of wave energy spectra between the double submerged breakwaters on the flat-bed are investigated by the fast Fourier transform(FFT) method,showing that wave energy dissipation can be reached more effectively when the relative breakwater spacing is 12.5. 相似文献
4.
利用辛算法计算一维无限深势阱的含时薛定谔方程，解得的波函数的图象与其绝时误差的图象完全相似，这说明各点的相时误差趋向于一个固定值。经计算相时误差在各个X格点处完全相同。波函数相时误差随时间的演变表现出一定的规律性，其实数部分和虚数部分的相时误差周期性地在正负之间来回变化。波函数的实数部分和虚数部分的相时误盖之间有类似于测不准原理的关系，一个相时误差趋向于极小时另一个相时误差趋向于极大，两的乘积为一稳定的小数，随着时间的推进这一小数的绝时值缓慢增大。 相似文献
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A practical suspen-dome project, Changzhou Gym roof, is adopted as an example and its transient analysis based on the multi-support excitations of the earthquake wave is carried out. Compared with the single support excitation, the position and value of the maximum stress under multi-support excitations both change and the amount of elements with obvious changes is large and more than 70% of the total. Moreover, when other terms are not changed, this influence will decrease as the span decreases, but increa... 相似文献
6.
As an experimental technique,it's desired that the temperature in specimen is uniform in high temperature split Hopkinson pressure bar (SHPB) experiments.However,the temperature in specimen decreases and the temperature of bars increases when specimen starts to contact with bars,which induces the nonuniform temperature distribution in specimen,and may result in inaccuracy of experimental results.In this paper,the temperature distributions of specimen and bars in high temperature SHPB experiments were investigated while the specimen was heated alone.Firstly,the temperature history of specimen was measured at different initial temperatures by experiments,then simulation was carried out.Simulation results were consistent with experimental results by adjusting the thermal contact coefficient between specimen and bars.By this way,the thermal contact coefficient and simulation results were validated,and the proper cold contact times of specimen and bars in high temperature SHPB experiments were discussed.Finally,the results were compared with those in references. 相似文献
8.
讨论弹性有限长度杆端部受冲击载荷作用，在轴向应为波传播和反射过程中的动态屈曲问题．利用扰动方程的解、端部支承条件和应力波反射前后波阵面相容条件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：临界载荷有多个分支且随时间增加而降低；由于应力波在端部的反射，使临界载荷进一步下降．这个结果就解释了实验中的一些现象． 相似文献
9.
提出了一种利用非对称三点弯曲加载下的单边垂直切槽深梁试件(SEVNDB)开展岩石Ⅰ-Ⅱ复合断裂韧度测试方法。通过有限元法对试件的无量纲应力强度因子进行了数值分析与标定,研究了无量纲应力强度因子YⅠ、YⅡ及无量纲T应力T*与裂纹长度a、支座间距S1、S2之间的关系,定量刻画了实现纯Ⅱ型加载对应的裂纹长度a、支座间距(S1和S2)数值。研究结果表明,该方法在不改变试样裂缝倾角的前提下,通过调整裂缝长度a和支座间距S1、S2,即可方便地实现从纯Ⅰ型到纯Ⅱ型任意复合度载荷作用下的岩石断裂韧度测试。 相似文献
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孤波在深度缓变矩形槽中满足的方程是含有缓变系数的非线性薛定谔方程,讨论了两种特定情况下方程的孤波解,数值模拟了单个非传播性孤波和两非传播性孤波的演化情况。 相似文献
12.
Mesoscopic characteristics of a clayey soil specimen subjected to macroscopic loading are examined using a medical-use computerized tomography （CT） instrument. Disturbed state concept （DSC） theory is based on the utilization of the hardening model. DSC indirectly describes material behavior by claiming that the actual response of the material is expressed in terms of the relative intact （RI） response and the fully adjusted （FA） response. The occurrence of mesoscopic structural changes of material has similarities with the occurrence of a macroscopic response of the material under loadings. In general, the relative changing value of a softening material is three to five times more than that of a hardening material. Whether special zones exist or not in a specimen cross section does not affect the following conclusion： hardening material and softening material show mechanical differences with CT statistical indices values prominently changing, and the change is related to the superposing of a disturbance factor. A new disturbance factor evolution function is proposed. Thus, mesoscopic statistical indices are introduced to describe macroscopic behavior through the new evolution function. An application of the new evolution function proves the effectiveness of the amalgamation of a macroscopic and a mesoscopic experimental phenomenon measurement methods. 相似文献
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简要介绍了真实破裂过程分析软件系统(RFPA)和多物理场耦合数值模拟软件系统(COMSOL Mul-tiphysics),并分别运用这两个软件系统对受拉应力作用下带孔平板试件和共心圆轴试件在热应力作用下的受力变形特征进行了数值模拟对比分析,指出真实破裂过程分析软件系统的特色在于对材料破坏过程的分析处理,而多物理场耦合数值模拟软件系统的特色在于对于复杂多场耦合问题的求解,将这两种软件系统各自的特色特点结合起来应用于材料破坏过程中的多场耦合问题分析是以后应当努力发展的方向. 相似文献
15.
基于压电体中的压电本构方程,给出了应力波在含石英等压电介质脆性岩体中的传输效应,计算得到了各种应力波幅值和频率对其辐射的电磁波强度和频段间的关系,并阐明了压电体中应力波和电磁波的耦合机制。在此基础上,对于几种不同晶系结构,给定应力波形式的前提下,指出了压电应变矩阵对压电介质中应力场和电磁场的耦合行为所起的决定性作用。本文的研究结果能较好解释地震和岩石动力破裂过程中的声电光现象。 相似文献
16.
向群 《四川教育学院学报》2011,27(9):122-124
文章通过推导说明德布罗意波的波速、波长和频率三者之间,并不满足机械波和电磁波等经典波所遵循的关系,其波长、频率也不具有经典理论所描述的物理意义。其原因是德布罗意波并非经典波的简单再现,波粒二象性所指的“粒子性”和“波动性”都是具有独特含义的。 相似文献
17.
Hydroxyapatite bioceramics is simulated by using finite element method (FEM).The influences of porosity,hole shape,angle of crack and other parameters on the ceramics are analyzed.The results show that with the increase of the angle between crack and horizontal direction,the stress intensity factor KⅠdecreases gradually,but stress intensity factor K II increases at first and then it decreases.The value of K Ⅱ reaches maximum when the angle between crack and horizontal direction is 45°.KⅠ and K Ⅱ rise with the increase of porosity,and they are almost the same for the circular and hexagonal holes.For elliptical holes,KⅠand KⅡreach maximum when the long axis of ellipse is perpendicular to the loading direction and they reach minimum when the same axis is parallel to the loading direction.Moreover,with the increase of the angle between the long axis and loading direction,KⅠ and KⅡ increase gradually. 相似文献
18.
利用改进的固结渗透仪,通过对天然沉积软黏土原状样及重塑样进行固结渗透试验,对比分析了压缩过程中天然沉积土原状样与重塑样在同一孔隙比和同一应力水平下的渗透性状。研究结果表明,天然沉积土原状样e-log kv曲线位于重塑样的右边,但是两者差别不大;原状样的log kv-logσ’v关系曲线位于重塑样的上方,天然沉积土原状样与重塑样同一应力水平下的渗透系数的比值随着应力水平的增大而先增大后减小,在原状样固结屈服压力时达到最大值。 相似文献
19.
黄建华王蕴晨杨鹿鸣 《福建工程学院学报》2020,(3):211-217
分析了滨海软土地层下浅埋大断面矩形顶管施工力学特性,结合顶管工程现场沉降监测数据的整理与有限元模拟结果的验证对比,系统研究了滨海软土层浅埋大断面矩形顶管顶进过程的地表沉降变形以及顶管应力的变化规律。 结果表明,地表隆起受顶推力的影响,地表沉降由地层损失产生?随顶管的顶进,顶管的应力变化速率逐渐降低最终趋于平稳,顶管的侧面最大正应力比顶部应力稍大,顶管底部的最大正应力相对顶部和侧面都有较大的提升。 相似文献
20.
黄颖 《福建工程学院学报》2012,(4):313-317
以广州国际会展中心单向空间张弦梁结构这一典型张弦梁结构为计算分析算例,应用大型有限元软件ANSYS对张弦梁结构的地震响应进行了空间非线性时程反应分析。通过考虑地震波以不同速度传播引起的行波效应,研究了大跨度张弦梁结构在此类情况下的地震响应,分析了大跨空间张弦梁结构在横向、竖向和纵向3向地震联合作用下考虑非一致输入条件的地震响应变化规律的关系。研究结果表明,行波效应的影响与波有关,不同地震波作用下结构的响应有很大的差异,视波速越小对结构的地震响应越明显。 相似文献