基于嵌入河道栅格的山洪灾害淹没模拟

文章以江西省曹水作为山洪灾害淹没模拟的研究区域,通过嵌入河道栅格修订数字地形,采用FloodArea水文淹没模型对数字高程模型(Digital Elevation Model,DEM)对修订前后的同一降水过程进行模拟,结合实地考察流域内淹没痕迹和水文站水位资料对比分析两者的模拟结果,并利用确定性系数和Nash—Sutcliffe效率系数对2000—2010年间出现的强降水过程的模拟结果进行验证。结论表明:基于嵌入河道栅格的山洪灾害淹没模拟能较好地反映曹水流域内的因降水导致的山洪推进路线、淹没范围及淹没水深,该方法可作为推算曹水流域的山洪灾害致灾临界面雨量的基础。     

一次积-层混合云系垂直结构和降水机制的飞机观测资料分析与数值模拟

积-层混合云是影响北京地区的重要降水云系,运用飞机探测资料结合中尺度数值模式WRF,对2014年9月23日发生在北京地区的一次积-层混合云系的垂直结构和降水机制进行了探测资料分析和数值模拟研究。通过分析云系的雷达回波演变,发现云中的对流泡没有出现爆发式增长,回波在垂直方向上增长不明显,此次过程属于积-层水平混合型云系降水。飞机探测资料分析显示,上、下午探测云系的液态水含量都不高(最大低于1 g/m³);在云系不同高度,飞机探测到的冰晶形状主要有板状、针柱状、辐枝状和不规则状,由于云中过冷水含量相对较低,聚合冰晶的数量明显多于凇附冰晶,冰晶的聚合是云中粒子增长的主要过程。对模拟云系垂直微物理结构和降水粒子的源、汇项分析得到:高层,由凝华产生的冰晶和雪晶在过冷水含量较低的环境中不断聚并、长大并下落,云系中霰的含量很低,增大的冰晶和雪晶下落至0℃层附近融化是产生地面降水的主要机制。此外,融化层附近,雨滴捕获云滴不断长大并下降至地面也是地面降水的另一个重要来源。     

Numerical modelling of heat shock-assisted rock fracture

This paper presents a numerical investigation on the effects of thermal shock as a pretreatment of rock prior to comminution. More specifically, the effect of heat shock-induced cracks on the uniaxial compressive strength of rock is numerically studied. The chosen constitutive model of rock employs a (strong) embedded discontinuity finite element formulation to describe cracks. The thermomechanical problem that governs the heat shock pretreatment of rocks is considered as an uncoupled problem because of a highly dominating role of the external heat influx. Two solution methods of the global problem are presented: an explicit-explicit dynamic scheme and an implicit-implicit quasi-static scheme. The model performance is tested in simulations on heterogeneous numerical rock samples subjected first to a heat shock pretreatment and then to a mechanical compression test. According to the results, the compressive strength of intact granite rock having the axial splitting failure mode can be substantially reduced by heat shock pretreatment.     

TMS320C25高速A/D接口电路的设计

本文介绍了TMS320C25高速接口电路的设计方法,并以高速A/D接口为例,说明接口电路设计中的一些技巧。这对充分利用TMS320C25的硬件资源有非常重要的意义。     

基于构图特点的嵌入式电子地图快速显示方法

对地图分区域构图特点进行了研究,结合嵌入式电子地图数据组织与图形特点,提出了一种集成行程长度与多段扫描转换算法的高效绘线方法,利用地图格网索引技术对算法进行了集成,验证了算法的效率。     

在波浪荷载作用下插入式大圆筒结构稳定性分析评述

结合某大圆筒结构工程，对大圆筒结构稳定性分析中的各种计算方法进行了综合评述与讨论，尤其对大圆筒结构在波浪荷载作用下，各方法采用的受力计算模式及其计算结果进行了深入剖析，明确了一些概念性问题，有助于促进本课题的进一步发展。     

双通道实时数据采集处理系统的设计与实现

本文提出了一种基于 TMS32 0 C31串行接口的双通道实时数据采集处理系统的设计与实现方案 ,该设计以 TMS32 0 C31和 TL C32 0 AD5 0 C为核心器件 ,具有两个独立的 A/D,D/A通道 ,能够实现 32位浮点计算和 16位数据采集与回放。应用该系统进行归一化最小均方误差 (Normal-ized L east Mean Square,NLMS)算法实时自适应噪声抵消实验 ,实验结果表明 ,该系统能够实现实时的自适应噪声抵消 ,可广泛应用于实时语音信号处理等领域。     

Three dimensional elasto‐plastic interface for embedded beam elements with interaction surface for the analysis of lateral loading of piles

This paper presents a numerical formulation for a three dimensional elasto‐plastic interface, which can be coupled with an embedded beam element in order to model its non‐linear interaction with the surrounding solid medium. The formulation is herein implemented for lateral loading of piles but is able to represent soil‐pile interaction phenomena in a general manner for different types of loading conditions or ground movements. The interface is formulated in order to capture localized material plasticity in the soil surrounding the pile within the range of small to moderate lateral displacements. The interface is formulated following two different approaches: (i) in terms of beam degrees of freedoms; and (ii) considering the displacement field of the solid domain. Each of these alternatives has its own advantages and shortcomings, which are discussed in this paper. The paper presents a comparison of the results obtained by means of the present formulation and by other well‐established analysis methods and test results published in the literature. Copyright © 2016 John Wiley & Sons, Ltd.     

On modeling of discrete propagation of localized damage in cohesive‐frictional materials

In this paper, the problem of propagation of localized deformation associated with formation of macrocracks/shear bands is studied in both tensile and compressive regimes. The main focus here is on enhancement of the constitutive law with embedded discontinuity to provide a discrete representation of the localization phenomenon. This has been accomplished by revising the formulation and coupling it with the level‐set method for tracing the propagation path. Extensive numerical studies are conducted involving various fracture modes, ranging from brittle to frictional, and the results are compared with the experimental data as well as those obtained using XFEM methodology. Copyright © 2015 John Wiley & Sons, Ltd.     

Inverse analysis of viscoelastic pavement properties using data from embedded instrumentation

The paper deals with inferring the mechanical layer properties of pavement systems by way of inverse analysis. The proposed scheme is based on the availability of sensory gear embedded within the system ‐ collecting different types of response traces resulting from moving wheel loads. The inverse analysis task simultaneously exploits the readings from all available sensors and therefore formulated as a multicriterion optimization problem. Data from an experimental asphalt pavement are employed to demonstrate the scheme. A versatile and computationally efficient layered viscoelastic pavement model is offered and implemented as a forward solver. Recoverable layer properties, elastic and viscoelastic, are derived and also compared with laboratory values. Results and possible future uses of the work are discussed. Copyright © 2012 John Wiley & Sons, Ltd.