共查询到20条相似文献,搜索用时 177 毫秒
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车身碰撞盒的回弹试验研究 总被引:1,自引:0,他引:1
选择压边力、板料初始尺寸、润滑条件作为试验参数对U形车身碰撞盒进行了冲压成形生产试验,测取了三维空间各点的回弹值。结合试验结果,对影响回弹的因素进行了分析讨论。试验结果表明:回弹随着压边力增大而减小;在一次成形中,试件弯曲的点数影响回弹角的大小。 相似文献
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以楔切板刀片成形为实便,简要介绍了复合弯曲成形的特点,动用有限元对其成形过咯地分析,建立了外环转角与板料弯曲角度的关系,考察了回弹对弯曲的影响,并对不同形状刀片的成形过程进行了有限元仿真。 相似文献
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以重构核粒子法(Reproducing Kernel Particle Method,RKPM)形函数的基函数及核函数为基础,推导了形函数关于位移场的一阶及二阶导函数。依据弹性力学的Kirchhoff薄板弯曲及双参数地基模型理论,应用上述推导成果,得出了双参数地基上薄板弯曲位移解的重构核粒子法控制方程,形成双参数地基上薄板弯曲受力分析的重构核粒子法计算理论。通过相应的程序编制及算例分析对该理论进行了验证。结果表明:该方法能够为路面工程地基板的受力分析提供一种新型有效的计算手段。 相似文献
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Gongquan Tao Linfeng Wang Qinghua Guan Xuesong Jin 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2018,56(6):883-899
Experiments were conducted at field sites to investigate the mechanism of the polygonal wear of electric locomotive wheels. The polygonal wear rule of electric locomotive wheels was obtained. Moreover, two on-track tests have been carried out to investigate the vibration characteristics of the electric locomotive's key components. The measurement results of wheels out-of-round show that most electric locomotive wheels exhibit polygonal wear. The main centre wavelength in the 1/3 octave bands is 200?mm and/or 160?mm. The test results of vibration characteristics indicate that the dominating frequency of the vertical acceleration measured on the axle box is approximately equal to the passing frequency of a polygonal wheel, and does not vary with the locomotive speed during the acceleration course. The wheelset modal analysis using the finite element method (FEM) indicates that the first bending resonant frequency of the wheelset is quite close to the main vibration frequency of the axle box. The FEM results are verified by the experimental modal analysis of the wheelset. Moreover, different plans were designed to verify whether the braking system and the locomotive's adhesion control have significant influence on the wheel polygon or not. The test results indicate that they are not responsible for the initiation of the wheel polygon. The first bending resonance of the wheelset is easy to be excited in the locomotive operation and it is the root cause of wheel polygon with centre wavelength of 200?mm in the 1/3 octave bands. 相似文献
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轿车白车身的模态特性是控制汽车振动特性的关键,与整车NVH等重要特性密切相关,文章介绍了有限元模型的建立方法,并运用ANSYS软件在建立的轿车白车身有限元模型的基础上进行模态分析,通过白车身模态试验验证了模型的准确性,进而可以通过模型进行模态分析得出白车身的动态特性,为白车身的进一步优化分析提供一个很好的基础。 相似文献
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油的粘性较大,汽车在行驶过程中加速度的变化幅度也很大,在现有的试验手段中,对油箱内传感器受到的冲击力大小很难测定。通过CFD仿真的方法和有限元分析相结合,以流体计算软件计算出传感器受到的压力,分析油箱晃动对传感器产生了怎样的影响;并作为边界条件,计算材料强度是否符合要求,燃油的晃动是否会对传感器造成破坏。 相似文献
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Variable Cross-Section Rectangular Beam and Sensitivity Analysis for Lightweight Design of Bus Frame
Wenjie Zuo Jiaxin Fang Minghui Zhong Guikai Guo 《International Journal of Automotive Technology》2018,19(6):1033-1040
Timoshenko beam element of variable cross-section rectangular tube is developed and applied in the lightweight design of bus frame in this paper. Firstly, the finite element formulations of variable cross-section beam (VCB) are derived under the loadsteps of axial deformation, torsional deformation and bending deformation. Secondly, bending deformation experiment and its detailed shell finite element model (FEM) simulation of variable cross-section rectangular tube were conducted; and the proposed VCB, detailed shell FEM and experimental results can be highly consistent. Thirdly, VCBs are used to substitute for parts of the uniform ones in a bus frame. An innovatively lightweight bus frame is obtained and all the performance responses are improved simultaneously. Finally, rollover analysis further shows the advantage of variable cross-section bus frame in crashworthiness design. 相似文献
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为建立适用于钢管混凝土桥梁的高效、高精度有限元分析模型,提出一种基于响应面法的全桥多尺度有限元模型修正方法。首先以一座钢管混凝土组合桁梁桥为工程背景建立包含全桥、组合桁梁桥面板以及钢管混凝土桁架杆件3个尺度的ABAQUS全桥多尺度有限元模型。在考虑钢管混凝土结构的特点和施工误差的基础上选取桥面板混凝土弹模、厚度,桁架弦杆内混凝土弹模,钢材弹模以及加载车辆荷载5个影响因素作为待修正参数;根据实桥试验条件选择中跨跨中挠度、下弦空管弦杆应力、墩顶钢管混凝土弦杆应力、墩顶受压腹杆应力以及桥面板顺桥向应力5个目标函数。其次采用中心复合设计方法生成了待修正参数的样本集,并将每组参数样本代入有限元模型进行计算。进而采用响应面法建立待修正结构参数和目标函数的2次多项式函数关系,结合参数显著性分析得到响应面方程。最后结合实桥试验结果对多尺度有限元模型3个尺度上的结构参数进行同步修正。结果表明:修正后的参数变化情况与依托工程的实际施工情况相符;采用修正后的参数建立的多尺度有限元模型计算值与实桥试验结果吻合良好;修正后的有限元模型具有较高的精度,可真实反映实际工程中桥梁结构的受力状态。该修正方法可为桥梁结构运营期间的健康监测、状态评估、损伤检测提供可靠的分析手段。 相似文献
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客车车身骨架结构刚度特性分析 总被引:1,自引:1,他引:1
讨论了客车车身骨架有限元模型的建立及其实验验证,在此基础上对车身骨架结构进行了水平弯曲、极限扭转工况的模拟计算,得到结构的应力、应变、扭矩和弯矩分布情况。进行了模态分析,获得车身骨架的模态参数之后,探讨了该车身骨架的动态性能,为动态性能改善提供参考依据。 相似文献