8 resultados para Dynamic testing

em Chinese Academy of Sciences Institutional Repositories Grid Portal


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《固体力学进展及应用:庆贺李敏华院士90华诞文集》收录了近代固体力学基础理论及其应用领域的重要科技成果和最新进展。作者是在同体力学领域工作多年的资深研究员,他们来自各行各业,有丰富的科研与丁作经验。他们提供的论文在相当程度上反映当前同体力学的发展现状与成就,并能看出发展趋势,对未来研究的课题选择有参考价值。《固体力学进展及应用:庆贺李敏华院士90华诞文集》还收集了李敏华院士的珍贵照片和纪念李敏华院士90华诞的庆贺和回忆文章,具有重要的史料价值。

目录

学术论文
星际超高速公路网
塑性波、动态屈服准则和动态塑性本构关系
LURR's twenty years and its perspective
铜晶体循环形变的晶体学取向特征
损伤、界面与材料强韧化
散斑方法用于疲劳问题研究
微薄梁三点弯曲尺度效应的理论分析
三峡坝区电力设施及水工建筑物在工程爆破引发振动激励下的动力安全评估
基尼系数的估算方法
颗粒增强复合材料的残余热应力分析和增韧效应
先进复合材料及其在航空航天中应用
我国船舶水弹性力学研究的部分进展
车桥耦合系统随机振动的虚拟激励分析
SHPB系统高温实验自动组装技术
Research on performance indices ofvibration isolation system
Dynamic testing of materials with the rotating disk indirect bar-bar tensile impact apparatus
先进复合材料层合板壳的自由振动分析
任意线法
阿基米德原型桥的动力响应
Criteria for the delamination of thermal barrier coatings:with application to thermal gradients
复合材料飞轮储能系统发展现状
The component assembling model and elasto-plastic-damage deformation of materials
Acceleration sensitivity analysis offrequency stability for micro-cavity oscillators
Prediction of muscle forces in human musculoskeletal systemapplication of classic mechanics methods in biomechanics
复合材料设计的原理与应用
A criterion for the avoidance of edge cracking in layered systems
基于滑移构元的多晶金属弹塑性本构模型
浅谈中国古建中斗拱的力学问题
A universal relationship between indentation hardness and flow stress
滑移构元模型和塑性屈服面的演化
加卸载响应比(LURR)与损伤变量(D)关系的研究
永乐大钟一悬挂结构动态响应分析
基于格构模型的混凝土动静态拉伸破坏试验数值模拟
边坡稳定性分析极限平衡法的简化条件
构元组集弹性损伤模型对准脆性材料损伤至断裂各向异性特征的分析
庆贺与回忆
庆贺与回忆
李先生引领我走上力学人生
李敏华先生的爱国情结
向李敏华先生学习
师恩难忘——恭贺李敏华先生九十大寿
跟随李敏华先生工作的日子

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The mechanical behaviors of 2124, Al-5Cu, Al-Li and 6061 alloys reinforced by silicon carbide particulates, together with 15%SiCw/6061 alloy, were studied under the quasi-static and impact loading conditions, using the split Hopkinson tension/compression bars and Instron universal testing machine. The effect of strain rate on the ultra tensile strength (UTS), the hardening modulus and the failure strain was investigated. At the same time, the SEM observations of dynamic fracture surfaces of various MMC materials showed some distinguished microstructures and patterns. Some new characteristics of asymmetry of mechanical behaviors of MMCs under tension and compression loading were also presented and explained in details, and they could be considered as marks to indicate, to some degree, the mechanism of controlling damage and failure of MMCs under impact loading. The development of new constitutive laws about MMCs under impact loading should benefit from these experimental results and theoretical analysis.

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The mechanical behaviour of a composite of Al–5Cu matrix reinforced with 15% SiC particles was studied at different strain rates from 1×10−3 to 2.5×103 s−1 using both a conventional universal testing machine (for low strain-rate tests) and a split Hopkinson bar (for tests at dynamic strain rates). Whilst the yield stress of the composite increases as the strain rate increases, the maximum flow stresses, 440 MPa for compression and 450 MPa for tension, are independent of strain rate. The microstructures and defect structures of the deformed composite were studied with both scanning electron microscopy and transmission electron microscopy and were correlated to the observed mechanical behaviour. Fracture surface studies of samples after dynamic tensile testing indicates that failure of the composite is controlled by ductile failure of the aluminium matrix by the nucleation, growth and coalescence of voids.

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The microstructural evolution in localized shear deformation was investigated in an 8090 Al-Li alloy by split Hopkinson pressure bar (strain rate of approximately 10(3) s(-1)) at ambient temperature and 77 K. The alloy was tested in the peak-, over-, under-, and natural-aged conditions, that provide a wide range of microstructural parameters and mechanical properties. Two types of localized shear bands were distinguished by optical microscopy: the deformed shear band and the white-etching shear band. They form at different stages of deformation during localization. There are critical strains for the occurrence of deformed and white-etching localized shear deformation, at the imposed strain rate. Observations by transmission electron microscopy reveal that the white-etching bands contain fine equiaxed grains; it is proposed that they are the result of recrystallization occurring during localization. The deformed-type bands are observed after testing at 77 K in all heat treatment conditions, but they are not as well defined as those developed at ambient temperature. Cracking often occurs along the localized shear at ambient temperature. The decrement in temperature is favorable for the nucleation, growth and coalescence of the microcracks along the shear bands, inducing fracture.

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A second-order dynamic model based on the general relation between the subgrid-scale stress and the velocity gradient tensors was proposed. A priori test of the second-order model was made using moderate resolution direct numerical simulation date at high Reynolds number ( Taylor microscale Reynolds number R-lambda = 102 similar to 216) for homogeneous, isotropic forced flow, decaying flow, and homogeneous rotating flow. Numerical testing shows that the second-order dynamic model significantly improves the correlation coefficient when compared to the first-order dynamic models.

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Bucket Foundations under Dynamic Loadings The liquefaction deformation of sand layer around a bucket foundation is simulated under equivalent dynamic ice-induced loadings. A simplified numerical model is presented by taking the bucket-soil interaction into consideration. The development of vertical and horizontal liquefaction deformations are computed under equivalent dynamic ice-induced loadings. Firstly, the numerical model and results are proved to be reliable by comparing them with the centrifuge testing results. Secondly, the factors and the development characteristics of liquefaction deformation are analyzed. Finally, the following numerical simulation results are obtained: the liquefaction deformation of sand layer increases with the increase of loading amplitude and with the decrease of loading frequency and sand skeleton’s strength. The maximum vertical deformation is located on the sand layer surface and 1/4 times of the bucket’s height apart from the bucket’s side wall (loading boundary). The maximum horizontal deformation occurs at the loading boundary. When the dynamic loadings is applied for more than 5 hours, the vertical deformation on the sand layer surface reaches 3 times that at the bottom, and the horizontal deformation at 2.0 times of the bucket height apart from the loading boundary is 3.3% of which on the loading boundary.

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The optical constants of two cyanine dye films that we prepared were measured with a RAP-1-type (RAP is rotating analyzer and polarizer) spectroscopic ellipsometer. Toward making a simplified model for the wafers of a recordable compact disk (CD-R), we give their optimization designs developed with the cyanine dye films. in addition, the dynamic storage performances of two sample disks were tested by our dynamic storage testing system. Measurement results of the sample disks were obtained to test and verify our film designs. (C) 2000 Optical Society of America. OCIS codes: 160.4890, 160.4760, 210.4810.