A simplified analysis of interface failure under compressive normal stress and monotonic or cyclic shear loading

Interface damage and delamination is usually accompanied by frictional slip at contacting interfaces under compressive normal stress. The present work is concerned with an analysis of progressive interface failure using the cohesive crack model with the critical stress softening and frictional traction present at the contact. Both monotonic and cyclic loadings are considered for anti‐plane shear of an elastic plate bonded to a rigid substrate by means of cohesive interface. An analytical solution can be obtained by neglecting the effect of minor shear stress component. The analysis of progressive delamination process revealed three solution types, namely: short, medium and long plate solutions. The long plate solution was obtained under an assumption of quasistatic progressive growth of the delamination zone. In view of snap back response, the quasistatic deformation process cannot be executed by either traction or displacement control. The states of frictional slip accompanied by shake down or incremental failure are distinguished in the case of cyclic loading, related to load amplitude and structural dimensions. The analysis provides a reference solution for numerical treatment of more complex cases. Copyright © 2005 John Wiley & Sons, Ltd.     

大洋海底数据可视化和成图设计与分析

随着全球大洋调查的不断开展以及各种海底探测技术的进步,海洋调查数据积累日益增多。以往主要通过使用不同的专业软件来进行各类大洋数据的可视化和成图分析。在海洋调查方面目前迫切需要一种可视化软件,能够快速显示海底大洋的观测和探测数据,并能够快速简单地综合分析和成图。为了解决快速可视化和多种类型数据同界面显示问题,本文利用Matlab中的图形用户界面工具,开发和设计了简单易操作的OceanVis1.0数据可视化和图形用户界面。通过使用OceanVis1.0,用户可以方便地对全球海底大洋多波束水深、海洋重力异常、海洋磁异常、地震波形数据等进行可视化和成图分析,能够解决大洋关键区域的多种数据可视化综合分析问题。对不同类型的数据可以进行二维测线和三维空间数据变化的显示,也可以实现数据成图的放大、缩小和旋转功能。对于多波束、重磁数据空间变化数据,可以进行二维测线的任意切割和成图输出,不用保留中间成图即可满足用户的实时数据显示和快速查看功能。OceanVis1.0也能为具体航次的海底调查提供各类海底探测数据的快速显示,以及包括航次中获取的数据显示和初步分析功能,能够为研究区航次测线的规划提供数据可视化和图形支撑平台。     

砂与粘土接触界面的力学特性试验

利用DSJ-2型电动四联等应变直剪仪分别进行了不同粒径砂和粘土(方案1)、不同含水量砂和粘土(方案2)的直剪试验,揭示了其接触面的力学特性。试验结果表明:法向应力(σ_n)、砂粒径大小、砂含水量对接触面的力学特性有着重要的影响。方案1和方案2接触面的抗剪强度和达到剪切应力峰值时的剪切位移随着法向应力的增大而增大,当σ_n为100 kPa时,粘土和不同粒径砂的接触面剪切应力和水平剪切位移(τ-δ)关系曲线呈现应变软化现象;方案1接触面抗剪强度随砂粒径的减小而降低,方案2在σ_n为100 kPa时,接触面抗剪强度随砂含水量增加而降低,σ_n>100 kPa时,接触面抗剪强度随砂含水量增加先降低后变大;方案2在低法向应力下,接触面抗剪强度对应的含水量敏感区间为[10%,15%],且较明显。     

钠多普勒激光雷达回波光子数仿真及大气参数反演

钠多普勒激光雷达利用中层顶区域的钠原子作为示踪物,探测中层顶区域大气风场和温度剖面.本文主要分析钠多普勒激光雷达的探测原理和大气参数反演算法.利用MSISE和HWM93等大气模型给出背景大气温度、密度及风场,并给定钠原子数密度剖面,从激光雷达方程出发,模拟计算了激光雷达的瑞利散射和钠共振荧光散射回波光子数.利用模拟的回波光子数剖面数据,反演得到大气温度、视线风速和钠原子数密度剖面,反演结果与模拟计算用的背景参数符合很好,验证了这一反演方法的正确性.分析了激光频率偏移和激光线宽变化对反演精度的影响.     

地震层析成象技术在测井和地面反射资料集中的应用研究

本文以射线的折射和反射定律为基础,采用阻尼最小二乘法（在CT技术中,常称为SIRT算法）和单井单侧多偏移距的反射资料以及地面反射资料,研究反射波层析成象技术对二维弯曲界面的成层结构进行重构的情况。数字模拟试验表明,本文提出的逐层成象方法对透镜体和尖灭地层的成象颇为有效,反演结果对误差扰动是稳定的。 本文所述的成象方法及处理技术可推广到只用地面反射资料进行地层重构的情形。     

金刚石界面金属碳化物过渡层强度的研究 (金刚石焊接机理研究之二)

通过对试样进行强度测试后，在高倍电镜和能谱仪上对金刚石界面金属面碳化物的微观结构和含量的观察，分析，测量其表面金属碳化物面积，计算出不同添加剂所生成的金属碳化物在不同浓度和粒度的金刚石中所生成强度的排序，从而确定不同金属碳化物及其物理力学性能的差异，为金刚石制品的生产与开发提供理论依据。     

非迭代,非线性二维重力反演计算方法

本文叙述了非迭代、非线性二维重力反演方法的原理、模型计算及应用效果等。与以往诸多的求界面重力反演方法相比,该法的主要特点是：将界面的深度用一幂级数的形式表示,且幂级数系数的计算与界面上下地层的密度差无关。因此,一旦求出了幂级数的系数,由界面的密度差可直接得到界面的深度,且幂级数收敛的速度很快。     

《天气图自动填图与客观分析系统》的优化

利用微机自身所具有的通信传输和存储功能，来替代《天气图自动填图与客观分析系统》运行工作所依赖的通信卡的作用，取消通信卡，修改该系统软件，利用汇编和Ｃ语言对系统进行补充编程，从而节省投资完善了系统，非常适合台站的业务工作需要和业务现代化的发展。     

二维任意倾斜地层的层速度计算结果分析

本文主要介绍沙赫(Shan,P.M.)公式,对二维任意倾斜地层的层速度计算的应用效果。依据实际地层剖面Φ、V、Z参数的可能变化,设计18个较为复杂的地层模型进行了大量试算,并与Dix公式计算结果作了对比,表明对任意倾斜地层应采用沙赫公式提取层速度才是适宜的。     

Chlorinated hydrocarbons in the seawater and surface sediments of Blanca Bay,Argentina

In order to characterize our study area and to provide reference values to be used in the future to measure the changes produced by an increase in contamination, the concentrations of chlorinated hydrocarbons have been investigated in fifty-one samples of seawater, taken at four different depths: air-sea interface, surface, one metre and bottom waters, and in twenty-three samples of surface sediments from Blanca Bay, Argentina. Of eleven organochlorine compounds we were looking for (α BHC, lindane, heptachlor, δ BHC. aldrin, heptachlor epoxide, dieldrin, o-p′DDD, p-p′DDD, o-p′DDT and p-p′DDT), seven could be detected in seawater and three in surface sediments with the following mean concentrations: α-BHC=48·2 ng l^?1; lindane=54·2 ng l^?1; heptachlor=45·0 ng l^?1; δ BHC=12·5 ng l^?1; aldrin=61·8 ng l^?1 and ΣDDT=67·0 ng l^?1; and δ BHC=3·2 ng g^?1; lindane=4·2 ng g^?1 and heptachlor=1·0 ng g^?1 for seawater, regarding the surface waters, and sediment samples, respectively.Concentration factors among the different water layers were also studied to see if there was any correlation between chlorinated hydrocarbon contents and the water depths from which the samples were taken. As a mean value, the air-sea interface water contains 18 times more of these compounds than that of the water near the bottom. A comparison of the values corresponding to seawater and surface sediments from our study area with those levels measured in samples from other geographic locations is also presented.With the purpose to detect a relationship between chlorinated hydrocarbon concentrations and the contents of particulate matter (PM) on the one hand, and particulate organic material (POM) on the other hand, four groups of samples containing different amounts of PM and POM, respectively were formed. From a comparison of the results obtained, lindane, heptachlor and δ BHC showed a tendency to lower concentrations in those samples containing little PM whereas α BHC and aldrin remained without important changes. No significant correlation was found between organochlorine levels and contents of POM.