996 resultados para DSpace
Resumo:
A dimensionless number, termed as response number in Zhao [Archive of Applied Mechanics 68 (1998) 524], has been suggested for the dynamic plastic response of beams and plates made up of rigidly perfect plastic materials subjected to dynamic loading. Many theoretical and experimental results can be reformulated into new concise forms with the response number. The concept of a new dimensionless number, response number, termed as Rn(n), is generalized in Zhao [Forschung im Ingenieurwesen 65 (1999) 107] to study the elastic, plastic, dynamic elastic as well as dynamic plastic buckling problems of columns, plates as well as shells. The response number Rn(n) is generalized to the dynamic behaviour of shells of various shapes in the present paper.
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The heat transfer coefficients for horizontally immersed tubes have been studied in model internally circulating fluidized bed (ICFB) and pilot ICFB incinerators. The characteristics in the ICFB were found to be significantly different from those in a bubbling bed. In ICFB, there is a flowing zone with high velocity, a heat exchange zone, and a moving zone with low velocity. The controllable heat transfer coefficients in ICFB strongly depend on the fluidized velocity in the flowing zone, and also the flow condition in the moving zone. The heat exchange process and suitable bed temperature can be well controlled according to this feature. Based on the results of experiments, a formulation for heat transfer coefficient has been developed. These results were applied to an external superheater of a CFB incinerator with a 450 degreesC steam outlet in a waste-to-energy pilot cogeneration plant of 12 MW in Jiaxing City, China.
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采用等离子电弧沉积法在9Cr18钢表面制备了厚约0.5 μm的TiN薄膜,通过显微硬度测试以及纳米压痕和纳米划痕试验,对比考察了9Cr18钢及其表面TiN薄膜的机械和摩擦性能。结果表明,9Cr18钢及其表面TiN沉积膜的纳米硬度分别为8GPa和38GPa,弹性模量分别为250GPa和580 GPa,9Cr18、TiN和有机薄膜的摩擦系数分别为0.40、0.12和、0.10;TiN沉积膜可显著提高基体钢的承载和耐磨能力。
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对于质心固定的,充满粘性均匀液体的旋转对称陀螺在失重条件下绕对称长轴旋转态的小扰动不稳定及其极限行为进行了研究,所给出的定理3比以往的不稳定定理[4]为强,且反映的信息量多很多。关于初始大扰动后的渐近行为,对文[8]已给出但未严格证明的两条定理给出了严格证明,它由定理1和定理2所描述。
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针对海上油田大斜度油井的多相流测量问题,首先分析海上油田油井多相流测量面临的困难,阐述测试施工、资料解释所采取的对策以及测试仪器在大斜度井中的实验结果,最后介绍油井多参数测试仪器在渤海油田中的测量应用情况。
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论述了陆气相互作用研究在人类生存环境与发展区域经济中的重要意义与研究现状,在原有研究工作基础上,针对中国科学院红壤试验站地区陆气水热传输过程,提出了一个多层陆气耦合模式。对植被内部湍流交换的物理过程作了深入研究,特别考虑了叶片气孔为非饱和水汽条件下的交换情况,并且给出了修正后的根系吸水模式。陆气耦合模式分别对大气、植被、土壤作多层划分,以助于细致了解沿高度分布的各物理量。利用本模式对中国科学院红壤试验站地区油菜地陆气水热交换过程进行了数值模拟,模拟结果与实测值吻合较好。证明该模式成功地模拟了陆气相互作用过
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对海洋平台用高强度钢焊接接头多次补焊的疲劳性能进行试验研究,给出采用威布尔分布下的寿命估算式及R-S-N曲线。考虑到多次补焊后焊趾外移造成的焊接角的变化,应用有限元方法计算试样的应力分布,给出焊趾处的应力集中系数,由此进一步分析多次补焊对焊接接头疲劳性能的影响。
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A theoretical expression for vertical profile-of horizontal velocity in terms of its depth-average is derived based on oscillatory boundary layer theory and estuarine flow characteristics. The derived theoretical profile is then incorporated into a vertical quasi-two-dimensional model, which is proved advantageous in more physical implications and less CPU time demand. To validate the proposed model, the calculated results are compared to the field data in the Yangtze River Estuary, exhibiting good agreement with observations. The proposed quasi-two-dimensional vertical model is used to study mixing process, especially dependence of salinity distribution and salt front strength on runoff and tides in estuaries.
Resumo:
In this paper, the cellular structure of a two-dimensional detonation wave in a low pressure H2/O2/Ar mixture calculated with a detailed chemical reaction model, high order scheme and high resolution grids is investigated. The regular cellular structure is produced about 1 ms after introducing perturbations in the reaction zone of a steady one-dimensional detonation wave. It is found from the present resolution study that the discrepancies concerning the structure type arising from the coarser grid employed can be resolved using a sufficiently fine grid size of 0.05 mm and below and shows a double-Mach-like strong-type configuration. During the structure evolution process, the structure configuration does not change much in the periods before and after the triple point collision. Through the triple point collision, three regular collision processes are observed and are followed by a quick change to the double-Mach-like configuration. The simulated structure tracks show that there are three different tracks associated with different triple points or the kink on the transverse wave. Comparisons with previous work and experiments indicate the presence of a strong structure for an ordinary detonation.
Resumo:
In the present paper the rarefied gas how caused by the sudden change of the wall temperature and the Rayleigh problem are simulated by the DSMC method which has been validated by experiments both in global flour field and velocity distribution function level. The comparison of the simulated results with the accurate numerical solutions of the B-G-K model equation shows that near equilibrium the BG-K equation with corrected collision frequency can give accurate result but as farther away from equilibrium the B-G-K equation is not accurate. This is for the first time that the error caused by the B-G-K model equation has been revealed.
Resumo:
应用频散可控耗散格式对球面聚心气相爆轰波的传播过程进行了数值模拟研究.通过跟踪波阵面上压力和温度变化,分析这些参数在爆轰波传播过程中的演变规律,及其与几何尺度和初始条件之间的依赖关系.研究结果表明,仅在远场波面压力的变化近似只依赖于r/R,对称中心附近则需要考虑初始半径R的影响;波面压力与初始压力的变化呈线性关系;汇聚过程中温度升高比压力慢得多.
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茅坪滑坡 茅坪滑坡位于湖北清江隔河岩水库库区近尾部左岸,下距隔河岩水库大坝66km,上距正在施工的水布垭坝址25km。它是目前库区规模最大、变形最严重的一处堆积层滑坡。因该滑坡有发生堵江的极大可能性而倍受有关方面关注。目前,该滑坡已被选作中科院知识创新工程重要方向支持项目“山体滑坡灾害防治中的关键力学问题研究(2001~2005)”的样板地段(封面照片)。
Resumo:
A mathematical model for the rain infiltration in the rock-soil slop has been established and solved by using the finite element method. The unsteady water infiltrating process has been simulated to get water content both in the homogeneous and heterogeneous media. The simulated results show that the rock blocks in the rock-soil slop can cause the wetting front moving fast. If the rain intensity is increased, the saturated region will be formed quickly while other conditions are the same. If the rain intensity keeps a constant, it is possible to accelerate the generation of the saturated region by properly increasing the vertical filtration rate of the rock-soil slop. However, if the vertical filtration rate is so far greater than the rain intensity, it will be difficult to form the saturated region in the rock-soil slop. The numerical method was verified by comparing the calculation results with the field test data.
Resumo:
分析了潘洛铁矿露天矿滑坡灾害发生发展的特征,得出该滑坡是一个动态的、多层次的复合型滑坡;找出了影响该边坡稳定的主要因素是大气降雨和采矿切割坡脚;根据这些影响因素和滑坡发展变化规律,提出了科学合理的滑坡治理方案,即动态的综合治理方案.经现场实施后,通过滑坡监测数据表明,该滑坡得到了彻底根治.
Resumo:
An experimental study and a numerical simulation were conducted to investigate the mechanical and thermodynamic processes involved in the interaction between shock waves and low density foam. The experiment was done in a stainless shock tube (80mm in inner diameter, 10mm in wall thickness and 5360mm in length). The velocities of the incident and reflected compression waves in the foam were measured by using piezo-ceramic pressure sensors. The end-wall peak pressure behind the reflected wave in the foam was measured by using a crystal piezoelectric sensor. It is suggested that the high end-wall pressure may be caused by a rapid contact between the foam and the end-wall surface. Both open-cell and closed-cell foams with different length and density were tested. Through comparing the numerical and experimental end-wall pressure, the permeability coefficients a and 0 are quantitatively determined.