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Combined with CAD software development of grids,the design method of bolt-sphere joint is put forward based on geometry restriction and intensity restriction. The geomitry dimension of each component is determined firstly based on bolt diameter and contexture, then, maximal pull and stress of diversitied bolt are given after intensity restriction of all components is taken into acount.

在网架结构中,节点起着连接汇交杆件、传递屋面荷载和吊车荷载的作用,而网架结构属空间杆系,汇交于一个节点上的杆件至少有 6根,多的可达 1 3根,各杆件间的夹角大小不同,且节点各构件间的几何关系或强度关系相互制约,使得节点设计十分繁杂。

It provided a correct and reasonable mathematical model for the analysis of the ultimate bearing capacity and crankle stability of the thin-walled structure.

论文在比较了两种运动描述方法(完全拉格朗日法和更新拉格朗日法)异同点并分析了非线性几何关系及大变形下的弹性物理关系的基础上,基于增量虚功原理推导了几何非线性空间梁元单元切线刚度矩阵,采取分模块形式,分别表示了轴力、弯矩、双力矩对几何矩阵的贡献;通过球面显式荷载增量迭代式弧长法求解方法编制程序,很好地实现了几何非线性增量荷载的自动步长选择及全过程跟踪,为薄壁杆系结构的极限承载力分析和弯扭失稳分析,提供了较为精确合理的分析力学模型。

For example, the roll elastic deformation breaks the statically determinate condition of roll system in duo mill, and this is the main reason of bearing longevity shortening and burning accident; in aluminium foil four-high mill roll system with a 1 mm gap, the ideal position kept by a 3 mm offset is out of effect, some phenomenon such as chock horizontal vibration, gyroscopic effect and micro dimensional dynamic cross happen in fact rolling process, abnormal super and partial load resulted by these is the main reason of the end thrust bearing accident; the thermal deformation of mill roll system accompanying the temperature raising not only changes the roller track age of rolling bearing, but also results a micro dimensional slow dynamic inverse cross that counteracts the gyroscopic effect in a degree.

如二辊高刚度轧机轧辊的弹性弯曲微尺度行为,破坏了辊系机构杆系的静定条件,成为轧机轴承短寿烧损的主要根源;铝箔四辊轧机只具有1mm的有隙辊系,凭借设置3mm偏移距和轧制力平衡产生的水平力以保持轧辊理想定位失去效用,却发生轴承座水平振动现象、陀螺效应和动态交叉微尺度行为,成为止推滚动轴承异常超偏载导致短寿烧损的主要根源;轧机辊系的伴随升温产生的热变形,不仅改变了滚动轴承滚道轮廓,还引起运动副内慢变动态反交叉微尺度行为,抵消陀螺效应的部分动态交叉角度。

Nautical To fasten:系紧: bend a mainsail onto the boom.

把主帆系在帆杆上 v.intr。

Kinematics model of the suspension be reduced to truss structure, but as each bar is absolutely rigid, hinge point is also considered to be only a pure rotation without any deformation of rubber parts, such results have a certain margin of error.

运动学模型中把悬架简化成杆系结构,而各个杆件看成是绝对刚性的,铰点处也认为是只有纯转动而无任何橡胶件的变形,这样所得的结果就有一定的误差。

In this paper, we use linear elastic and power hardening function to approximately represent the stress-strain curve of material.

将材料的本构关系描述为线弹性幂强化形式,推导出了各杆铰接在一个定轴转动刚体上的平面杆系弹塑性分析的普遍表达式,使问题得到了圆满的解决。

The effect of warping can be considered andthey can be used in the analysis of ultimate bearing capacity of structures.

采用高斯积分法实现了空间杆系结构的精确弹塑性非线性分析,通过对塑性单元的有限分割,考虑了塑性沿截面高度和杆件长度的发展。

This model can be used in the analysis of the stability of bending-torsionof thin-walled structures and the analysis of ultimate bearing capacity of spatial member structures.

采用本文提出的几何非线性分析力学模型可进行薄壁空间杆系结构的弯扭失稳分析,为实现薄壁杆系结构的极限承载力分析提供了较为精确合理的分析力学模型。

This paper developed a multiple noded isoparametric element for the nonlineer analysis of space frames.

推导建立一种用于空间杆系结构非线性计算的多结点空间等参杆单元。

Based on experimental results of unstiffened overlapped circular hollow section joints, the axial forces of experimental truss members connected with hinge joints, semi hinge joints or rigid joints, are calculated by the finite element analysis model.

以平面K型圆钢管搭接节点的试验数据为基础,通过对试验桁架建立铰接、半铰接和刚接杆系有限元模型,计算受外荷载作用下试验桁架各杆件的轴力。

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