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121.
Christian Thaulow Øyvind Ranestad Mons Hauge Zhiliang Zhang Masao Toyoda Fumiyoshi Minami 《Engineering Fracture Mechanics》1997,57(6):637-651
This paper investigates the stress fields for a crack located at the fusion line of a weldment. The strength mis-matching and the size of the HAZ were varied, and the corresponding distribution of the maximum principal stress was examined. The weld metal strength was globally overmatched with respect to the base material, but locally over- and undermatched with respect to the heat affected zone. Three cases of mis-match were compared, and it was found that reducing the strength of the HAZ lowered the maximum principal stresses. 相似文献
122.
123.
The concept of a fracture process zone where damage takes place is used to analyse the delaminations at the free edges of angle ply laminates under uniaxial tension. The use of a fracture process zone removes the singularity in the interlaminar stresses and enables the initiation and growth of delaminations to be modelled for a perfect laminate without any assumed prior defects. Two different models for the stress displacement relationship in the fracture process zone are examined: a constant stress up to critical displacement and a linear relationship. Finite element analysis shows that there is little difference in the predictions obtained from the two models. An approximate analysis is presented for the constant stress stress-displacement model which is shown to agree with a finite element solution and experimental data. Hence it is argued that the approximate method using a constant stress model for the fracture process zone is sufficient for accurate prediction of delaminations. 相似文献
124.
某大型企业网络安全防御系统的设计 总被引:1,自引:0,他引:1
为提高某企业网络的安全防护等级,有效抵御网络黑客和攻击,基于企业当前的网络现状,分析企业的安全需求,设计部署企业的安全防御系统。新的设计方案能有效过滤简单网络攻击,识别复杂网络攻击,全面防护企业网。 相似文献
125.
126.
针对大跨度高速铁路拱桥建设对深基坑开挖施工的安全性要求,为了研究钢板桩围堰支护在大跨度高速铁路拱桥深基坑施工中的可行性,以新建徐盐高铁徐洪河特大桥工程项目为依托,通过数值模拟及现场试验监测,对深基坑钢板桩围堰支护在施工过程中的形变及受力情况进行分析。结果表明:通过有限元模拟分析,钢板桩围堰最危险受力点处于钢板桩中部、中上部及四角连接处,围堰第4道内支撑内力较其他3道内支撑大。整个施工过程中工况5为施工最不利工况。由监测结果可知,在施工过程中钢板桩单日最大位移值为2.8mm,最大累计位移值为24.0mm,均未达到预警值,施工过程中钢板桩形变稳定。钢支撑轴力受基坑周边荷载的影响明显,围堰钢支撑最大压力值为147.31kN,最大拉力值为24.95kN,未达到预警值,结构安全。研究结果可供同类型工程施工参考。 相似文献
127.
围堰工程中常用复合土工膜连接防渗墙作为防渗体系,其连接部位的土工膜常会出现结构性破坏而造成集中渗漏现象。依据高土石围堰防渗体系中复合土工膜的受力特点,利用自主研制的低摩阻叠环式双向静动剪切试验机,考虑土工膜无伸缩节、普通竖向伸缩节和U型槽伸缩节3种连接型式,构建复合土工膜与防渗墙接头的结构模型,开展复合土工膜与防渗墙连接的大型剪切试验,研究不同连接型式下复合土工膜的受力变形机理。结果表明:①无伸缩节、普通竖向伸缩节和U型槽伸缩节3种连接型式下,复合土工膜的应变均随着剪切位移的增大逐渐增大,随着距防渗墙距离的增大逐渐减小;②3种连接型式下模型土体的应力-应变关系变化趋势基本一致,峰值应力变化不大;③无伸缩节连接时,靠近防渗墙位置土工膜的峰值应变为4×10-3,普通竖向伸缩节连接时,相同位置处土工膜的峰值应变为3.5×10-3,设置U型槽伸缩节后峰值应变为6.51×10-4,与前2种连接型式相比,U型槽伸缩节较大程度地降低了土工膜的峰值应变,可以有效解决复合土工膜在防渗墙接头处的应变集中问题。研究成果可为高土石围堰工程防渗体系的设计和施工提供依据。 相似文献
128.
目前反倾岩质边坡弯曲倾倒破坏分析方法仍以基于极限平衡理论的悬臂梁模型为主,但大多未考虑坡脚岩层的剪切破坏。为准确评价该类边坡的稳定性,建立考虑坡脚岩层剪切破坏的分析计算方法。首先,根据岩层变形破坏特征,将边坡分为后缘稳定区、中部弯曲倾倒区和前缘剪切区3个区域;其次,建立弯曲倾倒-剪切滑移破坏模式的稳定性分析方法;最后,通过工程实例验证,并进行参数分析。研究结果表明:提出的分析方法与工程实际符合性较好;边坡在倾角较陡、坡角较大时稳定性最差,坡角对边坡稳定性影响大于岩层倾角的影响;岩层厚度及层面内摩擦角增加有利于边坡稳定性,且会扩大坡脚剪切区范围。研究成果对反倾岩质边坡破坏的防治具有实践指导意义。 相似文献
129.
B. H. Armstrong 《International Journal of Thermophysics》1988,9(5):825-838
In an earlier paper, Heisenberg's uncertainty principle was invoked at the melting point T
m of crystalline solids to provide fundamental justification for Lindemann's melting law and to compute diffusion coefficients of several alkali halides. The uncertainty principle defines breakdown of Debye zone boundary (ZB) phonons as valid collective excitations when phonon energies and line widths due to anharmonicity become comparable at T
m. Upon breakdown, random, high-frequency single-particle motion or partial decoupling of crystal ions sets in. Lifetimes of these single-particle ZB motions are determined from the minimum-uncertainty product inequality by assuming that it becomes an equality at T
m for ZB phonons. The present paper addresses improved formulation of that work and extended application to ionic electrical conductivities of 18 molten alkali halides at T
m. It is shown that use of the Debye model produces an approximate lower bound to the mean free time, not the unconstrained direct estimate previouslu implied. This feature is generally reflected in results for ionic conductivities and alkali halide diffusion coefficients for which comparison experimental data were found. However, in spite of this lower-bound formulation and the simple nature of the computation, the results compare favorably with experiment. A model of random single-particle harmonic motion superimposed on the lower-frequency collective motion is proposed to account for volume expansion accompanying the partial decoupling for hard-sphere ions. Experimental comparisons for 15 alkali halides show the decoupling volume change to account largely for the total volume change of melting (in the hard-sphere approximation), yielding a closer agreement with experiment than recent calculations aimed explicitly at the total volume change.Paper presented at the Tenth Symposium on Thermophysical Properties, June 20–23, 1988, Gaithersburg, Maryland, U.S.A. 相似文献
130.
Wolfgang Sachse A. N. Netravali A. Richard Baker 《Journal of Nondestructive Evaluation》1992,11(3-4):251-261
In the single-fiber-composite (SFC) test, a fiber imbedded in a matrix is loaded in tension, resulting in a fragmentation of the fiber. In the conventional version of this test, the final fiber fragmentation length distribution is used with a micro-mechanical model to determine the average fiber/matrix interfacial shear stress. In the enhanced version of this test, one also determines the applied stress at each fiber fracture, and from this, one can evaluate the strength of the fiber at short gage lengths. In our measurement system, we utilize an acoustic emission (AE) technique to detect the fiber fractures and to locate the fiber breaks and so determine both the fiber failure stresses as well as the fiber fragmentation lengths while the test is in progress. Critical to the success of this test is a broadband AE system that utilizes point-like AE sensors, procedures for evaluatingin situ, the wavespeed of the first wave arrival and signal processing techniques for determining the arrival time of this signal as precisely as possible for a broad range of wave shapes. Here we describe the application of such an enhanced SFC test procedure to investigate the failure of a Nicalon fiber in an epoxy matrix. 相似文献