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基于有限元方法的载货汽车驱动桥壳分析 总被引:3,自引:0,他引:3
对载货汽车驱动桥壳进行了强度计算和有限元模拟分析,得出了零件的应力和变形分布,验证了设计的合理性,为汽车驱动桥的强度评价及疲劳寿命估算提供了相关数据。 相似文献
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基于傅立叶变换的发动机缺缸故障检测 总被引:1,自引:0,他引:1
对发动机缺缸故障的诊断进行了研究,通过利用傅立叶变换对正常状态和缺缸状态下发动机的声音信号进行处理和分析,提取出发动机缺缸的故障特征.并用检测实例进行了验证;结果表明缺缸故障可以准确判定,这为分析发动机缺缸故障提供了一种有效的方法. 相似文献
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王玉敏 《山东农业大学学报(自然科学版)》2006,37(3):412-415
本文建立了二阶强迫非线性微分方程(r(t)ψ(t))|y′(t)|~(a-1)y′(t))′ P(t)ψ(y(t))|y′(t)|~(a-1)y′(t) q(t)f(y(t))=e(t),α>1的振动性判定准则,其中t≥t_0.这些振动性非决定准则仅依赖于[t_0,∞)的子区间序列的性质。所得结果比Cak- mak and Tiryaki[1]及Li and Cheng[2]中结果适用更广泛。 相似文献
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The chloride ion transport in concretes with different size of splitting cracks at marine tidal zone is investigated. The splitting crack widths of concrete are about 003 mm, 005 mm, 010 mm, 015 mm and 030 mm. The cracked concrete and sound concrete are placed at marine tidal zone for 30 d, and the chloride ion content in crack zone and perimeter zone of concrete, chloride ion penetration depth and steel bar corrosion area are quantitatively determined. It is shown that splitting crack will be recovered when the concrete is unloaded in split test. And the splitting crack width of concrete should be characterized by the value of displacement sensor when the concrete is unloaded in split test. The chloride ion content of cracked concrete decreases with increased depth, and then gets to remain steady from 10 mm to the inner. The relationship between chloride ion content and crack width in the steady zone can be regressed as the exponential function and the linear function for the crack zone and the perimeter zone of concrete, respectively. Due to away from the crack zone, the influence of splitting crack width on accelerated chloride ion ingression in the perimeter zone is less than that in the crack zone. When the splitting crack width is more than 005 mm, the chloride ion penetration depth in crack plane and in vertical crack plane of concrete is 50 mm and 20 mm, respectively. And the steel corrosion area enlarges with the increasing crack width. And the chloride diffusion coefficient of cracked concrete is closely related to the resistance capacity to chloride penetration of concrete, crack density (matrix width, crack width), and chloride binding capacity of concrete. When the crack density of concrete is less than 70, the chloride diffusion coefficient of cracked concrete increases with decreased crack density linearly. The chloride penetration will accelerate near the crack zone. And the raised splitting crack width will lead to its influence area in concrete increased quickly. 相似文献
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A non-destructive method of evaluation of specific crack area was used to characterise microcracking in concrete prisms during uniaxial compression loading and unloading. Chloride profiles were also measured after the same concretes were exposed to chloride environment. The relation among microcracking, stress-strength ratio and chloride penetration of concrete were analysed based on the experimental results. Under compressive load, the apparent chloride diffusion coefficient decreases until about one third of the ultimate load. Further increase of compressive load improves the chloride diffusion coefficient again. There is a close link between microcracking and stress-strength ratio. The index of specific crack area can be used to indicate the microcracking and study chloride transport behaviour into concrete under the influence of microcracking. 相似文献
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根据2006-2015年4个航次对唐山附近海域共70个采样站位的表层沉积物调查资料,分析了沉积物中Hg、Cu、Pb、Cd、Cr、Zn和As 7种重金属的含量和年际变化特征,并利用超标率统计法、地累积指数法和潜在生态风险指数法对其污染状况进行了评价.结果显示,调查海域表层沉积物中重金属含量总体水平较低,除个别站位的Cu和As超过第Ⅰ类标准值外,其他调查站位的重金属含量均符合第Ⅰ类标准.2006-2015年调查海域表层沉积物中7种重金属含量的年际变化略有不同,其中,Cu、Pb、Cd和Zn4种重金属含量相对比较稳定,Hg和Cr的含量表现为先升高后降低的趋势,而As的变化趋势不明显.地累积指数法评价结果显示,7种重金属的地累积指数(Igeo)多年平均值为Hg>Cd>Pb>Cu>As>Cr>Zn;而潜在生态风险评价结果显示,7种重金属的潜在生态风险系数(Eri)多年平均值为Hg>Cd>As>Pb>Cu>Cr>Zn;两种污染评价结果一致,均显示Hg是唐山附近海域表层沉积物的主要污染因子,潜在生态风险最大.综合潜在风险指数(RJ)年际变化范围为44.26-153.18,平均值为89.92,属于低生态风险水平;RI年际变化基本表现为先升高后降低的趋势,表明近年来调查海域表层沉积物重金属的污染状况有所改善. 相似文献