考虑层意接触变形时叠层梁层间接触压力分析

应用两个广义位移梁理论及工程实际中常用的接触压力和接触变形成正比的假设,分析了骏马支梁层间接触压力,给出了算例,并与按“共同曲率”假设求得的解答作了比较。     

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在海冰试验研究的基础上 建立了一个海冰的数学模型,根据此模型推导出海冰的本构关系,并通过试验验证了此本 构关系的正确性. 根据海冰的本构关系拟合出海冰的最大抗压强度和应变率的关系曲线并推 导出海冰最大抗压强度和应变率关系的公式,并用试验数据验证了此公式的正确性.     

A study on the compression sensibility and mechanical model of carbon fiber reinforced cement smart material

Under low compressive stress, carbon fiber reinforced cement (CFRC) exhibits the compressive sensibility for its inner deformation. The curve measured in the course of specimen suddenly loaded by a constant load and unloaded suddenly exhibits the variation of resistivity with time, and the curves measured under cyclic loads exhibits the variation of resistivity with cyclic stresses. Based on the results of experiment, the tunnel conduction effect and the structure of hardened cement paste, a mechanical model for CFRC is proposed and the rules of deformation when the specimen is loaded constantly or cyclically are also inferred. These rules can well explain the mechanism of CFRC' s compressive sensibility.Financed by National Natural Science Foundation of China Key Project No. 59432061.     

Upper and lower bounds for constitutive relation of crack-weakened rock masses under dynamic compressive loads

A micro-mechanics-based model is proposed to investigate the rate-dependent constitutive relation for crack-weakened rock masses subjected to dynamic compressive loads. The present micro-mechanical model reveals that the nucleation, growth and coalescence of sliding cracks dominate the failure and macroscopic properties of crack-weakened rock masses subjected to dynamic compressive loads. The interactions among multiple parallel sliding cracks in crack-weakened rock masses subjected to dynamic compressive loads are examined asymptotically in an explicit and quantitative manner in order to reveal fully their so-called shielding and magnification effects on the stress–strain relation. Based on the micro-mechanical framework and the asymptotic analysis, analytical upper and lower bounds are proposed for the rate-relation for rock masses containing multiple rows of echelon cracks subjected to dynamic compressive loads. The factors that affect the rate-dependent properties of crack-weakened rock masses have been analyzed. The strain energy density factor approach, which is related to crack growth velocity and dynamic fracture toughness of rock material, is employed in the analysis. The rate-dependent constitutive relation of crack-weakened rock masses is derived from micro-mechanical framework and the asymptotic analysis. The closed-form explicit expression for the rate-dependent constitutive relation of rock masses containing echelon cracks subjected to dynamic compressive loads is obtained. Finally, the present model is used to analyze the complete stress–strain relation and strength for jointed rock masses at shiplock slope of the Three Gorges Dam.     

人造多晶冰抗压强度实验研究

对实验室制作的平均粒径为４ｍｍ的宏观各向同性粒状多晶冰，在冰温分别为－０．５、－２、－５和－１０℃及应变率分别为４．２×１０－４、５．５×１０－５、５．５×１０－６及３．５×１０－７ｓ－１下进行了单轴抗压强度实验。结果表明，极限抗压强度与负温和应变率的对数均呈正比例关系；在较高应变率下（４．２×１０－４ｓ－１），在－５℃时，出现韧脆性转折点。     

一类具有自适应性质的组合TVD格式的构造

本文分析比较了些典型的ＴＶＤ格式，发现各种ＴＶＤ格式对解的分辨能力有差别，格式中存在耗散性和压缩性的矛盾。在分析了格式的构造以及产生耗散、压缩作用的原因后，本文提出了一种具有自适应能力的ＴＶＤ格式的组合形式，该格式在解的剧烈变化区域，有较高的分辨能力；在解的光滑区域避免了由于压缩性过强造成的失真，数值试验表明该格式具有良好的性质．     

Strength and ultrasonic properties of cemented paste backfill

This paper presents the strength (UCS) and ultrasonic pulse velocity (UPV) properties of cemented paste backfill (CPB) produced from two different mill tailings (Tailings T1 and T2). A total of 240 CPB samples with diameter × height of 5 × 10 cm and 10 × 20 cm prepared at different binder dosages (5–7 wt.%) and water-to-cement ratios (3.97–5.10) were subjected to the UPV and UCS tests at 7, 14, 28 and 56-days of curing periods. UCS and UPV of CPB samples increased with increasing the binder dosage and reducing the w/c ratio irrespective of the sample size and tailings type. CPB samples with a diameter × height of 5 × 10 cm were observed to produce consistently higher (up to 1.69-fold) UCSs than those of 10 × 20 cm CPB samples at all binder dosages and w/c ratios. However, at the corresponding binder dosages and w/c ratios, the maximum variation of UPV between the CPB samples of 5 × 10 cm and 10 × 20 cm was only 7.45%. Using the method of least squares regression, the UCS values were correlated with the UPV values for CPB samples of 10 × 20 cm in size. A linear relation with a high correlation coefficient appeared to exist between the UCS and UPV for CPB samples. These findings suggest that the UPV is essentially independent of the sample size. In this regard, the UPV test can be suitably exploited for the rapid estimation of the strength and quality of CPB samples even using small samples with concomitant benefits of reducing sample size.     

Retarded thermal oxidation of strained Si substrate

Strained Si is recognized as a necessary technology booster for modern integrated circuit technology. However, the thermal oxidation behaviors of strained Si substrates are not well understood yet despite their importance. In this study,we for the first time experimentally find that all types of strained Si substrates(uniaxial tensile, uniaxial compressive,biaxial tensile, and biaxial compressive) show smaller thermal oxidation rates than an unstrained Si substrate. The possible mechanisms for these retarded thermal oxidation rates in strained Si substrates are also discussed.     

一种面向信息带宽的频谱感知方法研究

本文利用频带宽度先验信息,提出一种面向信息带宽的自适应调制宽带转换器结构.该结构的总采样率为信号信息带宽的四倍,远小于信号的奈奎斯特采样频率,从而更有效利用采样资源,降低采样数据量,提高处理实时性.通过对该结构中随机波形函数周期的选择,可以实现对系统采样率和系统物理实现复杂度的权衡取舍,从而适应不同场合中的应用.本文通过理论分析给出了该结构实现信号精确重构的充分条件.引入多重信号分类算法,分析了该结构适用此算法的充分条件.本文通过仿真实验对上述分析进行了有效性验证.该系统可以应用于隐形装备的吸波材料的前端特性分析、认知无线电的频谱感知.