SCATTERING OF FLEXURAL WAVES AND DYNAMIC STRESS CONCENTRATIONS IN MINDLIN'S THICK PLATES WITH A CUTOUT

Using the complex variable method and conformal mapping,scat- tering of flexural waves and dynamic stress concentrations in Mindlin's thick plates with a cutout have been studied.The general solution of the stress problem of the thick plate satisfying the boundary conditions on the contour of cutouts is obtained. Applying the orthogonal function expansion technique,the dynamic stress problem can be reduced into the solution of a set of infinite algebraic equations.As examples, numerical results for the dynamic stress concentration factor in Mindlin's plates with a circular,elliptic cutout are graphically presented in sequence.

AN ANALYSIS FOR DIFFRACTION OF FLEXURAL WAVES AND DYNAMIC STRESS CONCENTRATIONS IN THICK PLATES WITH A CAVITY

By using the complex variable method and conformal mapping, the diffraction of flexural waves and dynamic stress concentrations in thick plates with a cavity have been studied. A general solution of the stress problem of the thick plate satisfying the boundary conditions on the contour of an arbitrary cavity is obtained. By employing the orthogonal function expansion technique, the dynamic stress problem can be reduced to the solution of an infinite algebraic equation series. As an example, the numerical results for the dynamic stress concentration factor in thick plates with a circular, elliptic cavity are graphically presented. The numerical results are discussed.

BEM for Diffraction of Elastic Wave and Dynamic Stress Concentrations in Thin Plate with a Circular Hole

Boundary Element Method (BEM) is employed to run theoretical analsis and numerical calculation of dif-fraction of elastic wave and dynamic stress concentration in an infinite then plate with a cireular hole. Based on the work equivalent law of dynamics,boundary integral equation is established for flexural waves of thin plate. Calculation formulas of influence coefficients are derived using Mathematica software and numerical results are obtained for dynam-ic stress conoentration factors in a then plate with a circular hole.

Using Refined Theory to Studied Elastic Wave Scattering and Dynamic Stress Concentrations in Plates with Two Cutouts

In this paper, based on complex variables and conformal mapping methods, using the refined dynamic equation of plates, elastic wave scattering and dynamic stress concentrations in plates with two cutouts were studied. Applying the orthogonal function expansion method, the problem to be solved can be reduced into the solution of a set of infinite algebraic equations. According to free boundary conditions, numerical results of dynamic moment concentration factors in thick plates with two circular cutouts analyze that: there will be more complex interaction changes between two-cutout situation than single cutout situation. In the case of low frequency or high frequency and thin plate, the hole-spacing in the absence of coupling interactions was larger or smaller. The numerical results and method can be used to analyze the dynamics and strength of plate-like structures.

DYNAMIC STRESS CONCENTRATIONS IN AMBARTSUMIAN'S PLATE WITH A CUTOUT

Based on the motion equations of flexural wave in Ambartsumian' s plates including the effects of transverse shear deformations,by using perturbation method of small parameter,the scatter- ing of flexural waves and dynamic stress concentrations in the plate with a cutout have been studied. The asypmtotic solution of the dynamic stress problem is obtained.Numerical results for the dynamic stress concentration factor in Ambartsumian's plates with a circular cutout are graphically presented and discussed.

Dynamics analysis of planar armored cable motion in deep-sea ROV system

The armored cable used in a deep-sea remotely operated vehicle(ROV) may undergo large displacement motion when subjected to dynamic actions of ship heave motion and ocean current. A novel geometrically exact finite element model for two-dimensional dynamic analysis of armored cable is presented. This model accounts for the geometric nonlinearities of large displacement of the armored cable, and effects of axial load and bending stiffness. The governing equations are derived by consistent linearization and finite element discretization of the total weak form of the armored cable system, and solved by the Newmark time integration method. To make the solution procedure avoid falling into the local extreme points, a simple adaptive stepping strategy is proposed. The presented model is validated via actual measured data. Results for dynamic configurations, motion and tension of both ends of the armored cable, and resonance-zone are presented for two numerical cases, including the dynamic analysis under the case of only ship heave motion and the case of joint action of ship heave motion and ocean current. The dynamics analysis can provide important reference for the design or product selection of the armored cable in a deep-sea ROV system so as to improve the safety of its marine operation under the sea state of 4 or above.

Pseudo-dynamic active earth pressure behind retaining wall for cohesive soil backfill

A formula was derived for the computation of seismic active earth pressure behind retaining wall using pseudo-dynamic method.This formula considered the actual dynamic effect with variation of time and propagation of shear and primary wave velocities through the soil backfills.The influence of tension crack in the top portion of the backfill under seismic loading was investigated.The effects of wall friction angle,soil friction angle,horizontal and vertical seismic coefficients on the seismic active force were also explored.The parametric study shows that the total seismic active force increases as horizontal seismic coefficient increases,while it decreases with the increase in vertical seismic coefficient,internal friction angle and unit cohesion.The seismic active force calculated by the proposed method is larger than that calculated by previous theory.

覆岩导水裂隙带发育高度动态演化规律研究

为了研究覆岩导水裂隙带发育高度动态演化规律,以小保当矿区2^(-2)煤层为研究对象,通过理论分析、相似模拟实验及实例验证的方法,对导水裂隙带动态发育高度进行研究;借助概率积分法预计其上部岩层移动变形的理论公式,给出了1种基于覆岩曲率变形的导水裂隙带动态发育高度预计方法。研究表明:导水裂隙带上部岩层下沉系数是1个与挠度及下部自由空间高度相关的分段函数,上部岩层曲率变形大小是决定导水裂隙带发育高度的关键因素;导水裂隙带发育高度与工作面推进长度相关;理论预计小保当矿区2^(-2)煤层导水裂隙带发育高度为160.8 m,相似模拟实验发育高度为155 m,现场实测发育高度为152.01~175.57 m。

高震区斜坡式护岸的岸坡稳定性分析

对位于菲律宾高震区的某斜坡式护岸结构的岸坡进行稳定性评估,分析国际上主流抗震设计规范,结合该工程的具体设计条件,提出合适的地震岸坡稳定分析方法、稳定标准和分析流程,并采用Newmark法和非线性动力分析对该护岸的震后残余位移进行计算。结果表明:高震区的岸坡稳定分析宜以控制位移为目标,水准1、2地震下的残余位移宜分别不超过5、30 cm;当采用Newmark法计算时宜取其上限位移,而通过非线性动力分析可获得岸坡残余位移和最大剪应变等的分布,从而对地震下的岸坡稳定做更为全面的设计和评估。

REO-LM-S复配再生沥青组成设计与再生机理分子动力学模拟

针对再生沥青混合料中RAP的利用率较低,废弃机油(REO)对老化沥青弹性恢复效果欠佳及抗车辙性能较差的情况,选用高分子聚合物改性剂(LM-S)对REO再生沥青进行改性。利用响应面设计法确定两种再生剂最佳掺量,并借助傅里叶红外变换光谱(FTIR)分析再生沥青化学官能团和分子动力模拟分析揭示复配再生剂再生机理。最后,通过沥青胶浆拉拔试验验证REO-LM-S复配再生沥青性能。结果表明:再生沥青中再生剂最佳掺量为9.53%,再生剂中LM-S最佳掺量为30%,再生沥青25℃针入度、延度、软化点均满足规范要求。REO-LM-S复配再生剂通过提高再生沥青中轻质组分的含量改善老化沥青的性能,相较于REO再生剂,REO-LM-S复配再生剂对于老化沥青各组分扩散融合效果更好。REO-LM-S复配再生剂共混界面的最大平均拉应力较未添加再生剂共混界面提高29%,较REO再生剂界面提高7.8%。

基于集中质量法的破壁机转子动力学分析

本文针对某破壁机原型机进行转子动力学分析,采用集中质量法建立了破壁机转子系统的模型,并进行了模态分析、临界转速分析以及谐响应分析。主要研究结论如下:首先,在模态分析方面,本文得到了破壁机转子系统前4阶正进动涡动频率及相应的振型,其中固有频率分别为867.93Hz、10394Hz、11434Hz和12673Hz。正进动模态主要表现为以轴承支承为支点的摆动,这能为破壁机系统的结构设计和改进提供参考。其次,在临界转速分析方面,结果表明破壁机转子系统的临界转速为17252T/min,远低于额定转速35000r/min。表明破壁机在额定转速下能够稳定运行,不会发生共振现象,确保了系统的可靠性和稳定性。最后,在谐响应分析方面,以转子系统变形最大的连接圆盘为研究对象,计算结果显示在12600Hz时变形达到峰值,与模态分析的结论相一致。通过以上分析,本文研究了破壁机转子动力学特性,为破壁机的研发和优化提供了依据。

基于黏聚区模型的Z-pin增强复合材料T型接头分层损伤研究

复合材料T型接头Z-pin增强就是将直径非常细的金属或复合材料pin针植入筋条-蒙皮截面,通过Z-pin的桥接牵引提高接头力学性能。采用ABAQUS有限元软件分别建立了T型接头与Zpin增强T型接头的三维数值计算模型。基于黏聚区模型,采用新的简化后Z-pin桥接牵引关系模拟Z-pin增强作用过程。模拟了T型接头的拉伸失效模式,计算了其拉伸强度和总耗散能,对比分析了有无Z-pin增强2种接头的载荷-位移曲线和损伤耗散能-位移曲线。数值计算结果与文献中数据符合较好。结果表明:Z-pin增强T型接头的极限载荷与极限位移相比于无增强T型接头分别提高了66%和304%;2种接头的载荷-位移曲线斜率相同,初始损伤载荷一致;Z-pin增强T型接头在拉伸破坏过程中相比于无增强接头吸收能量多13.74倍。

动态挤出硫化法生产智能整芯阻燃带的研究

文章基于动态挤出硫化法,探究并提出一种新型的智能整芯阻燃带生产方法,通过此方法,将硫化剂引入聚合物体系中,在挤出过程中实现聚合物的硫化,可使阻燃性能得到显著提升。结果表明,研究的动态挤出硫化法生产的智能整芯阻燃带具有优异的阻燃性能和智能特性,为阻燃材料领域的研究与应用提供了新的思路与方法。

An IBEM solution to the scattering of plane SH-waves by a lined tunnel in elastic wedge space

The indirect boundary element method （IBEM） is developed to solve the scattering of plane SH-waves by a lined tunnel in elastic wedge space. According to the theory of single-layer potential, the scattered-wave field can be constructed by applying virtual uniform loads on the surface of lined tunnel and the nearby wedge surface. The densities of virtual loads can be solved by establishing equations through the continuity conditions on the interface and zero-traction conditions on free surfaces. The total wave field is obtained by the superposition of free field and scattered-wave field in elastic wedge space. Numerical results indicate that the IBEM can solve the diffraction of elastic wave in elastic wedge space accurately and effi- ciently. The wave motion feature strongly depends on the wedge angle, the angle of incidence, incident frequency, the location of lined tunnel, and material parameters. The waves interference and amplification effect around the tunnel in wedge space is more significant, causing the dynamic stress concentration factor on rigid tunnel and the displacement amplitude of flexible tunnel up to 50.0 and 17.0, respectively, more than double that of the case of half-space. Hence, considerable attention should be paid to seismic resistant or anti-explosion design of the tunnel built on a slope or hillside.

The Scattering of SH Wave in a Nano Hole Embedded the Infinite Inhomogeneous Medium

Scattering of the shear waves by a nano-sized cylindrical hole embedded the inhomogeneous is investigated in this study. The Helmholtz equation with a variable coefficient is transformed the standard Helmholtz equation by the complex function method and the conformal mapping method. By wave function expanding method, the analytical expressions of the displacement field and stress field in the inhomogeneous medium are obtained. Considering the surface effect and using the generalized Young-Laplace equation, we obtain the boundary conditions at nano arbitrary-shaped hole, then the field equations satisfying boundary conditions are attributed to solving a set of infinite algebraic equations. Numerical results show that when the radius of the cylindrical cavity shrinks to nanometers, surface energy becomes a dominant factor that affects the dynamic stress concentration factor (DSCF) around the cylindrical cavity. The influence the density variation of the inhomogeneity on the DSCF is discussed at the same time.

加入动态搜索模型的蚁群算法及其应用

用传统蚁群算法求解复杂条件下的路径规划问题时易出现局部最优、收敛速度慢等问题。提出利用栅格法建立地图模型,加入动态搜索模型对蚁群算法进行优化,包括根据不同的初始、终止位置对路径选择进行限制;对死锁法要删除的栅格进行优化;在信息素浓度更新过程中,设置动态阀值,对要增加信息素浓度但长度低于阀值的路径进行“惩罚”,设置信息素浓度下限。通过对路径规划与TSP问题等实例的仿真,改进蚁群算法在避免局部最优、加快收敛速度方面均优于对比算法,验证了改进算法在提高收敛效率、缩短计算时间等方面具有优越性。

基于光散射法无动力粉尘质量浓度检测技术

针对目前煤矿光散射法粉尘质量浓度传感器的易堵塞、维护难问题,提出了一种具有无堵塞、易维护特征的光散射法无动力粉尘质量浓度检测技术并开发光散射法无动力粉尘质量浓度传感器。首先通过分析光散射法粉尘质量浓度检测基本原理与目前光散射法粉尘质量浓度传感器的结构特征,设计了一种由激光器、光电二极管、遮光罩等部分组成的光散射法无动力粉尘质量浓度检测单元,并附上超低信号处理电路,设计了一种光散射法无动力粉尘质量浓度传感器。通过分析外界自然光对光散射法无动力粉尘质量浓度传感器的影响规律,设计一种传感器零点值动态检测的数据处理算法,消除了外界自然的干扰。然后通过分析光散法无动力粉尘质量浓度传感器光散射信号的分布特征,并且确定了光散法无动力粉尘质量浓度传感器检测初始值与实际粉尘质量浓度的数学关系,以粉尘质量浓度低于120 mg/m^(3)采用二次多项式曲线拟合,高于120 mg/m^(3)采用线性拟合的方式,实现了无动力光散射法粉尘质量浓度传感器的精准标定。最后通过试验证明了基于光散射法无动力的粉尘质量浓度传感器低浓度误差低于15%,高浓度误差低于10%。无动力光散射法粉尘质量浓度检测技术检测精度满足标准要求,以无堵塞、易维护的优势增加了光散射法粉尘质量浓度传感器对恶劣环境的适应性,对煤矿粉尘质量浓度的精准在线检测技术的发展提出新思路。

“110工法”下采空区自然发火“三带”范围分析

以陕西某矿“110工法”开采模式下的综采工作面为研究对象,采用采空区预埋束管的方式监测采空区气体数据,结合现场实测得到的参数,对“110工法”切顶卸压自动成巷无煤柱开采模式下氧气浓度的运移规律进行了模拟分析。综合实测结果与模拟结果,划分出了“110工法”下采空区自然发火“三带”范围。结果表明,“110工法”开采模式下综采工作面氧化升温带呈“L”型分布,主要分为2个区域。一个区域为运顺进风侧距离工作面245~410 m和距辅运进风侧20 m水平处采空区190~420 m;另一个区域为距工作面420 m处垂直于后巷侧采空区10~20 m和距工作面500 m处垂直于后巷侧采空区7~12 m。该自然发火“三带”范围分析方法对该矿其他相似工作面的煤自燃防治工作具有一定参考价值。

一种新的动网格更新技术及其应用

针对计算流体力学中的各种动网格更新技术进行了综合分析,提出了一种域动分层法的动网格更新技术,对该技术的原理进行了阐述.应用该方法对导弹在同心筒内的垂直发射过程以及液压缸的缓冲过程进行了数值模拟.结果表明,该方法正确可行,结果精确性较高,可实现含复杂外形流场情况下的动网格应用,相对局部网格重组法可使数值模拟速度加快2倍左右.

同心筒发射过程燃气射流冲击效应研究

为研究导弹发射过程中燃气射流对同心筒和弹体的热冲击和动力冲击效应,基于欧拉-拉格朗日方法,使用域动分层动网格方法,对同心筒发射过程含Al2O3颗粒的气-固两相流场进行了数值计算,得到了发射过程中流场的温度和压强分布情况,计算结果与试验数据的相对误差在允许范围内,表明文中所用计算模型是可靠的。发射过程中燃气射流对后盖的冲刷和烧蚀较为严重,燃气主要从内外筒之间排出。内外筒间距增大后,内筒中的温度先降低后增大,后盖处的压强随之逐渐降低。发动机喷管出口与后盖的距离增大后,内筒中的温度变化较小,后盖处的压强随之逐渐降低。