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Home > chinese-english > "beam theory" in English

English translation for "beam theory"

梁理论
Example Sentences:
1.This is why we must stress analytic method as well as numerical method , and why the distortion effect has to be introduced into classic beam theory
在应用数值方法的同时应强调解析方法的分析,将畸变效应纳入梁理论的范畴。
2.The whole piezolaminated curved beam is equivalent as a single layer structure , and the governing equation of piezolaminated curved beam with small curvature is derived based on one - dimensional beam theory
将压电夹层圆形曲梁等效为单层结构,基于一维小曲率曲梁理论,建立其控制方程。
3.For a naval ship with a long strength superstructure and a lot of hatch , it is difficult to evaluate the hull girder ' s strength by general beam theory because of the complexity of the hull structure
摘要当舰船设有长度较长但开口较多的上层建筑时,其船体结构的复杂性使船体总强度很难用常规的梁理论方法确定。
4.First of all , using the timoshenko beam theory and the finite element method , according to lagrange equation , the dynamic models of flexible - link manipulators and those with joint and link flexibility are proposed base on actual displacement
首先,基于实际位移,采用timoshenko梁理论和有限元法,由lagrange方程建立了柔性臂机器人和考虑关节柔性和臂柔性的机器人动力学模型。
5.Based on the euler ' s beam theory and timonshenko ' s beam theory , the basic knowledge of finite element theory and the drawings of qinshen ' s high speed railway box girder bridge , the self - vibration frequency of the high speed railway box girder bridge is analyzed and studied
基于欧拉梁和铁摩辛柯梁理论的基本知识,结合有限元理论及秦沈客运专线辽河大桥的相关资料,对双线整孔箱梁预应力箱梁的自振特性进行了分析和研究。
6.In the scope of linear elastic theory , the consistent of the fundamental assumption between the theory of thin - walled beams and solid beams is analyzed and defined from the viewpoint of the thin plate theory . the drawback of volassov thin - walled beams theory is studied on the ground of the traverse distribution of loads on the thin plate . and , the fundamental assumption of generalized beam theory ( gbt ) is surveyed
本文在线弹性的范围内从薄板弯曲理论出发,讨论了薄壁杆件理论与实体梁理论在基本假定上的一致性,并从薄板荷载横向分布形式的角度分析了符拉索夫薄壁构件理论的局限性,对考虑截面畸变的梁理论? ?广义梁理论( gbt )的基本假定进行了探讨。
7.Now , it is important to develop the composite blade researching , two measures including analysis methodology and finite methodology are provided . in this text , the finite rotation composite beam theory developed by hodges and his co - workers , during the late 1980 ' s , is adopted in order to research rotor of helicopter . a liner and two - dimension finite analytic measure is used to calculate the section characteristic and strain of the blade ; a semianalysis methodology is used to calculate the sensitive degree of section characteristic
以giavotto的线性二维有限元分析模型为基础考虑了复合材料桨叶的结构和变形特点,计入了剖面翘曲的影响,在此基础上编制了具有八节点等参元复合材料桨叶剖面刚度计算的有限元程序,分析计算了复合材料梁的剖面刚度、弯曲中心、剪切中心;并利用半解析法进行剖面刚度、剪切中心、弯曲中心的参数灵敏度分析。
8.In fundamental theory , adaptive optics , electrostatic actuation , flexure beam theory and squeeze film damping are researched ; in fabrication , bulk micro fabrication process and surface micro fabrication process are researched and compared , then the structure parameters and layout of a 8 x 8 micromirror array are designed using summit foundry ; in analysis , analytical and numerical method are used to perform static analysis , modal analysis , transient analysis , frequency analysis and to characterize the farfield performance of this 8x8 micromirror array . finally , in order to realize large scale micromirror array with lower snap down voltage , advices are given for further research
在基本理论方面,通过对自适应光学,静电力驱动,弹性梁理论和挤压薄膜阻尼的研究,确定了微变形镜的配置方案;在加工方面对体加工工艺, mumps工艺和summit工艺进行了研究与比较,并选用残余应力小,表面质量好的summit工艺对8 8的微变形镜阵列原型进行了结构设计与版图设计;在分析方面主要对微变形镜单元的静态特性,模态特性,瞬态响应,频率响应和8 8规模的微变形镜阵列的远场光学模型进行了研究,确定了微变形镜的性能参数。
9.Generally , the skew bridge ' s calculation theories can be divided into three types : the category 1 is the plank theories method , such as the finite difference method , the finite element method and the finite strip method , etc ; the category 2 is the beam theories , such as the grid beam theories , the general grid theories , the rigid cross - beam method , the elastically - supported continuous beam method and the bar system analytical method , etc ; the category 3 is the practical method , such as the g - m revising method , the grid - beam simple method and ghali form coefficient method , etc
目前关于斜梁桥的计算理论和方法概括起来,大致可以分为三类:第一类为板理论方法,如有限差分法、变分法、有限单元法、有限条法等;第二类为梁理论法,如格构梁理论、一般格构理论、刚性横梁法、弹性支承连续法、杆件结构的分析方法;第三类为实用计算法,荷载横向分布的计算方法如g ? m修正法、格构梁的简易法、 ghali表格系数法等。
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