共查询到20条相似文献,搜索用时 125 毫秒
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为计算某大客车车架骨架模态,分析设计的合理性,考察各部件间的共振特性,用HyperWorks对车架有限元模型进行前、后处理,抽取三维模型的中面,在中面上划分网格,采用SHELL单元为基本单元,建立各零部件的有限元模型.应用OptiStruct求解得到车身骨架前6阶的模态及振型描述.从仿真分析可知,客车车身固有频率能避开... 相似文献
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以LCK 6890G为研究对象,建立车身骨架的有限元模型,对城市客车在实际运行中出现的各种典型工况进行计算机模拟分析,并进行模态分析应用MSC Patran和MSC Nastran软件建立有限元模型,对各工况进行相应载荷及边界条件的施加,分析车身结构的静态分析特性. 相似文献
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介绍了客车车身骨架共振分析的研究背景,详细论述了基于Adams的动力学仿真分析的基本方法与理论,对客车车身骨架进行了共振与平顺性分析,从而为解决车身结构的动力学问题和改进设计提供了科学依据. 相似文献
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汽车座椅骨架的结构静强度是影响座椅安全和舒适性的重要因素,必须进行静强度试验,但是物理试验存在复杂和不确定性,一旦出现试验失效,重复试验会增加大笔额外开支和研发周期.在分析座椅骨架载荷基础上,根据国家法规要求,通过有限元技术进行了座椅骨架静强度仿真.用Hypermesh对物理模型进行前处理,Abaqus软件进行有限元分析计算,Hperview进行计算结果的后处理,并按国家法规对座椅静强度要求对设计模型进行子检验.基于多种有限元软件,可以在座椅骨架设计阶段就能快速有效地对设计结构进行验证,以检验其合理性. 相似文献
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应用有限元分析理论对钢板仓输料桁架进行动力分析,得到输料桁架的应力分布和位移变化过程图. 通过分析,能对钢板仓输料桁架的结构设计提供有益的参考. 相似文献
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把谱元法应用于刚架结构的动力学响应计算和分析中.建立了杆和梁的谱单元动力学刚度阵,针对刚架结构组装了整体动力学刚度阵,建立了整体结构的运动方程,计算了结构的固有频率和时域响应,并与采用有限元方法得到的结果进行了对比.从结果中可以看出谱元法在数值模拟中的独特优势. 相似文献
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Ivar Holland 《Computers & Structures》1974,4(1):3-15
The present paper gives a brief review of the finite element method. After a historical review, the organization of the finite element analysis in two steps, an element analysis and a system analysis, is described for a simple frame problem.The generalization of this idea to two-and three-dimensional problems is explained and the application of simple types of elements is discussed. The extension to more complex elements is outlined, and finally the capability of the method in solving non-linear and dynamic problems is sketched. 相似文献
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A new numerical method is proposed for the static, dynamic and stability analysis of linear elastic plane structures consisting of beams with constant width and variable depth. It is a finite element method based on an exact flexural and axial stiffness matrix and approximate consistent mass and geometric stiffness matrices for a linearly tapered beam element with constant width. Use of this method provides the exact solution of the static problem with just one element per member of a structure with linearly tapered beams and excellent approximate solutions of the dynamic and stability problems with very few elements per member of the structure in a computationally very efficient way. Very detailed comparison studies of the proposed method against a number of other known finite element methods with respect to accuracy and computational efficiency for cantilever tapered beams of rectangular and I cross section clearly favor the proposed method. A continuous beam, a gable frame and a portal frame consisting of tapered members are analyzed by the proposed method as well as by other known methods to illustrate the use of the method to structures composed of tapered beams. 相似文献
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针对受较大动载荷或作用力的频率与车架某些固有频率接近时,车架会产生强烈的振动,造成破坏或不允许的大变形的问题,采用有限元法对某自卸车冲压铆接车架进行仿真分析.采用刚性单元和梁单元的组合来模拟铆钉连接;用Lanczos方法求解特征值.模态分析结果表明,该车架具有合理的低阶振型和固有频率.利用网格变形技术对车架横梁的位置进行设计优化,使车架的1阶扭转固有频率得到提升. 相似文献
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An efficient computational method for dynamic stress analysis of flexible multibody systems 总被引:3,自引:0,他引:3
This paper presents an efficient computational method of dynamic stress history calculation for a general three-dimensional flexible body by combining flexible multibody dynamic simulation and quasi-static finite element analysis (FEA). In the dynamic simulation of flexible multibody systems, flexible components can undergo nonsteady gross motion and small elastic deformation that is described with respect to the body reference frame by using the assumed mode method. D'Alembert inertia loads from the gross body motion and the elastic deformation are expressed as a combination of space-dependent and time-dependent terms that are obtained from the dynamic simulation. D'Alembert inertia loads that are associated with each unit value of the time-dependent terms are then distributed to all finite element nodes in order to compute a corresponding stress influence coefficient through quasi-static structural analyses. Total dynamic stresses due to D'Alembert inertia loads are obtained by multiplying actual magnitude of time-dependent terms with the associated stress influence coefficients. By the proposed method, it is shown that, for a general three-dimensional component, the required number of FEAs can be significantly reduced. 相似文献