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帽型薄壁管件准静态压溃模拟计算中焊点的处理方法 总被引:5,自引:0,他引:5
以单帽薄壁管轴向准静态压溃试验为基础,研究了帽型薄壁管准静态压溃有限元分析中焊点的建模方式。在Ls-Dyna平台上系统地分析了不同类型的焊点模型对于单帽结构准静态压溃模拟计算中平均压溃力及变形模式的影响,通过对比模拟结果与试验结果,得出了适用于帽型薄壁管准静态压溃模拟计算的焊点模型。 相似文献
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本文旨在对棱边强化薄壁方管的静动态轴向压溃进行研究。首先分析了方管静态平均压溃力公式中的能量等效流动应力选取方法及其对理论预测结果的影响,之后结合Cowper-Symonds经验公式,导出了动态平均压溃力公式。同时基于Hypermesh 9.0建立了440A原始和棱边强化薄壁方管静动态轴向压溃有限元模型,仿真再现了塑性变形过程和压溃力波动状况,仿真值与理论值吻合得较好,最大偏差不超过4.0%。最后,制作若干个棱边塑性应变强化的35钢方管,进行压溃试验,验证了静态轴向压溃理论的有效性,理论值与试验值之间偏差仅为7.1%。本研究为棱边强化薄壁部件的强度设计及其在车身结构中的应用提供了参考。 相似文献
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为开发大型全承载客车碰撞吸能器,通过整车正面碰撞有限元仿真分析,确定了吸能器合理的吸能量和压溃力,以压溃力为目标进行吸能器结构参数设计。采用铝合金和DP600钢试制了吸能器样件,通过静态压溃试验对比不同吸能器的压溃力和变形模式,并通过台车碰撞和整车碰撞试验验证吸能器性能。结果表明,铝合金吸能器的压溃变形模式稳定,材料没有撕裂现象,在正面碰撞、偏置碰撞、斜角碰撞等多种碰撞工况下都能产生良好变形,满足整车碰撞安全性的要求。 相似文献
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雨刮位于汽车行人保护的头型保护区域,在设计过程中需要考虑压溃吸能结构,为满足汽车对行人的碰撞保护要求,本文介绍了汽车雨刮的压溃结构及其设计要点,并对其试验方法进行简要说明,为其他车型的优化或设计提供参考. 相似文献
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地形与地质构造偏压隧道结构受力分析 总被引:1,自引:0,他引:1
通过对贵州三凯高速公路松皆雅隧道工程地质情况的现场调查,对隧道支护结构压溃机理进行了理论分析,并提出了相应加固处治方案。结果表明,地形偏压和地质构造偏压的复合作用是引起地表岩体开裂和支护结构压溃破坏的主要原因,在地形偏压不显现的情况下,顺倾地质构造偏压对隧道支护结构受力和变形起着控制作用。针对不同偏压情况,提出了地表锚索、抗滑桩加固和洞内支护加强相结合的综合治理方案,应用实践证明了处治方案的合理性,可供类似隧道工程参考。 相似文献
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《汽车安全与节能学报》2014,(3)
研究了行人保护小腿碰撞时,车辆前端材料的吸能性能。先对3种不同密度的泡沫和1种塑料,进行静态压溃性能试验。在此基础上,选择吸能较好的30 g/dm3的泡沫和这种塑料,在某款运动型多功能车(SUV)车上,测量了行人保护小腿碰撞试验中样件的吸能性能。结果表明:静态压溃试验中,该种塑料的整体性能优于泡沫,塑料试验的峰值载荷、平均载荷、总吸能为泡沫试验的4倍以上,塑料试验的质量比吸能也高于泡沫的。因此,在相同吸能空间条件下,采用塑料作为车辆前端吸能材料,能够降低行人小腿胫骨加速度及膝部弯曲角,因而,有利于改善行人小腿碰撞安全性。 相似文献
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在翻滚事故中,车辆的主要承载件是车顶及其支承结构。只有这些结构有足够的刚度才能保证翻滚事故中乘员必要的生存空间。我国将颁布顶盖挤压标准,对车顸刚度及检测方法提出要求。本文通过有限元分析法进行预测,物理实验结果表明,该方法是可行的。 相似文献
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Wook-Han Choi Youngmyung Lee Jong-Min Yoon Yong-Ha Han Gyung-Jin Park 《International Journal of Automotive Technology》2018,19(2):291-299
A roof crush test has been utilized to reduce passengers’ injuries from a vehicle rollover. The Federal Motor Vehicle Safety Standards (FMVSS) 216 and the Insurance Institute for Highway Safety (IIHS) perform actual vehicle tests and evaluate the vehicle’s ratings. Nonlinear dynamic response structural optimization can be employed not only for achievement of a high rating but also minimization of the weight. However, the technique needs a huge computation time and cost because many nonlinear dynamic response analyses are required in the time domain. A novel method is proposed for nonlinear dynamic response structural optimization regarding the roof crush test. The process of the proposed method repeats the analysis domain and the design domain until the convergence criteria are satisfied. In the analysis domain, the roof crush test is simulated using a high fidelity model of nonlinear dynamic finite element analysis. In the design domain, a low fidelity model of linear static response structural optimization is utilized with enforced displacements that come from the analysis domain. Correction factors are employed to compensate the differences between a nonlinear dynamic analysis response and a linear static analysis response with enforced displacement. A full-scale vehicle problem is optimized with a constraint on the rigid wall force from the analysis in the design domain. 相似文献
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《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(7):1137-1155
In this paper, a three-dimensional nonlinear rigid body model has been developed for the investigation of the crashworthiness of a passenger train using the multibody dynamics approach. This model refers to a typical design of passenger cars and train constructs commonly used in Australia. The high-energy and low-energy crush zones of the cars and the train constructs are assumed and the data are explicitly provided in the paper. The crash scenario is limited to the train colliding on to a fixed barrier symmetrically. The simulations of a single car show that this initial design is only applicable for the crash speed of 35 km/h or lower. For higher speeds (e.g. 140 km/h), the crush lengths or crush forces or both the crush zone elements will have to be enlarged. It is generally better to increase the crush length than the crush force in order to retain the low levels of the longitudinal deceleration of the passenger cars. 相似文献
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This paper presents efficient 3-D collision crush modelling methods utilizing photogrammetry and 3-D scanner for reconstruction analysis of vehicle collision accident. Photogrammetry for 3-D collision crush modelling was executed in two methods: Indirect photogrammetry utilizing small amount of preexisting photographic data, and direct photogrammetry utilizing large amount of photographic data collected for the purpose of 3-D modelling. With the 3-D scanner, it was possible to create a more precise 3-D crush model than the photogrammetry method. Using these 3-D crush models constructed with the mentioned methods, several applications in accident reconstruction analysis are presented, based on construction methods and characteristics of the resulting crush model. Indirect photogrammetry produced a 3-D model capable of providing approximate shape of crush with only 2 ~ 3 photos of the damaged vehicle, and made it possible to measure the crush volume for estimating the collision velocity. With direct photogrammetry or 3-D scanner, moving and rotating elaborately built 3-D vehicle deformation models makes it possible to precisely reconstruct the actual collision configuration. Additionally, by elaborately modelling the vehicle and its fragments and then putting them together, it is possible to construct a post-collision model of the whole vehicle. 相似文献
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《JSAE Review》2001,22(1):23-27
To cut development time and cost of design process, demand for CAE is increasing. To develop computer simulation technique for crush analysis, JSAE set up a working group to select benchmark problems and perform simulation trials among members. Several tensile and compression tests are carried out to evaluate the effect of strain rate and temperature on mechanical properties of plastic material. Then, crush tests of a specimen (plate with ribs) made by rubber toughened polypropylene are carried out to prepare benchmark data. Through trials of computer simulation and comparison with benchmark data, several key parameters of crush simulation are found. 相似文献
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断层影响下隧道围岩稳定性的数值分析 总被引:1,自引:0,他引:1
断层等软弱结构面是隧道工程中最常见的一类规模较大的地质不连续面。诸多工程实践和研究表明,隧道围岩的变形与破坏大多受到断层等软弱结构面的控制。结合大华岭隧道施工过程,根据隧址区断层实际走向、断层面产状与隧道轴线不同夹角,利用基于有限元方法的岩土与隧道分析系统(MIDAS/GTS)对断层影响下的隧道围岩稳定性进行数值模拟分析,以DX(V)位移等值线数据分析为例,分析了特定施工段支护前后沉降对比及位移量,讨论了围岩和支护体系的结构状态及工程效果。该方法可为同类隧道设计、施工和研究提供有益借鉴。 相似文献