用薄胶条代替板件中的零件。
详述了一种板件快速装配软件的设计。
In this paper, a mechanical assembly software of plates is presented.
也可用于金属板件的弯曲、翻边等工艺。
工程中常用的一类厚度远小于平面尺寸的板件。
A kind of plate with thickness less than the plane size is commonly used in engineering.
参数分析包括板件宽厚比、板件厚度和轴压比。
Parameter analysis includes width-thickness ratio, thickness and axial compression ratio.
通过调整节点域板件的角度，改善其构造的合理性。
The bearing capacity of the connections is improved by adjusting plate thickness and arranging stiffeners.
TOX板件冲压连接工艺是一种新的板件连接技术。
分析了板件感应淬火畸变的产生机理和主要影响因素。
The quench deformation mechanism of plate parts as well as the main factors are also analyzed.
针对金属板件压力连接时模具参数的确定进行了研究。
The setting of die parameters for sheet metal pressure joining is investigated.
本文统一分析了轴心压杆三种常用截面的板件宽厚比限值。
This article presents a unified analysis of the limiting slenderness of plate elements of compression members with three commonly used sections.
为了降低柴油机气缸盖罩的成本，使用板件替代原先的铸铝件。
In order to reduce the cost of the diesel engine cylinder head cover, the panel substituted the original aluminum cast part.
其中，上述面板模块夹持于上述第一板件与上述第二板件之间。
The second panel is jointed with the first panel and the panel module is clamped between the first panel and the second panel.
其中吊柜是由门板、底板、层板、顶板、侧板、背板这些板件构成。
The wall cabinet is composed of the door panels, bottom panel, shelf, top panel, side panel and back panel.
大跨度钢桥加劲板件由于板件幅面较大，一般采用正交异性加劲板件。
With greater width, the stiffening plate on a large span steel bridge is usually of the orthotropic type.
这些实验包括带孔板件的拉伸实验、板件的振动实验、板件的转动实验。
These experiments include tension experiment of a plate with a hole, vibration and turn experiment.
本文研究了纯弯工字形薄壁钢梁组成板件局部屈曲与整体屈曲间的相互作用。
This paper deals with the interaction of local and overall buckling in thin-walled steel I-beams under pure bending.
由于在这些行业中，板件的生命周期短，更新速度快，属于多品种小批量的生产。
In these industries, sheet metal has a short life cycle, rapid update, so it belongs to low volume and rich varieties production.
本文介绍了压印连接方法实现金属板件连接的新技术，分析了压印连接的成形原理。
This paper introduced the method of clinching to achieve the connection of metal plate and an analysis was made on forming principle.
板件的重量非常轻，但结构很强，且如果需要的话，可沿一个横向方向对其有选择地进行弯曲。
The panel is very lightweight but structurally strong and can be selectively bent in one transverse direction if desired.
由于板件的薄膜效应，压型钢板的设计不仅答应板件出现局部屈曲，而且还可以利用屈曲后强度。
Considering the membrane effect of plates, the design of profiled steel sheets allows local buckling of plates, and can utilize post - buckling strength.
为减小陶瓷板件切口宽度，提高切口质量，采用水箍和磁场对附加阳极等离子弧进行综合二次约束。
In order to reduce the kerf width and improve the kerf quality, the hydromagnetically confined plasma arc was used to cut engineering ceramic plates.
主要介绍一种板件连接新技术—板件冲压连接工艺，较详细地叙述了其原理、应用范围及工艺要点。
Mainly introduce a new technology for joining sheet metal works joining, introduce the principle, the application range and the outline of technology.
本文着重介绍板件的相关屈曲和计算截面畸变屈曲应力的方法并阐述了三种屈曲模式之间的相关关系。
This paper emphasizes the interaction of plate local buckling, the calculation of section distortional buckling stresses and the interaction of three buckling modes.
针对电路板件故障数据记录的实际，运用可靠性理论，提出了没有故障数据板件的备件数量计算方法；
Based on the failure data of circuit board, is a method of calculating spares amount with reliability theory put forward.
板件柔性制造系统具有高度自动化和高度柔性化的特点，特别适合板件多品种、中小批量生产的要求。
Sheet metal flexible manufacturing system (FMS) with high automatic and flexibility is fit for low volume and rich varieties production particularly.
细观元方法不增加结点自由度，却使得功能梯度板件的任意功能梯度变化、各种复杂边界条件得到反映。
In this method, functionally graded change, arbitrary form of plate and complex boundary conditions can be reflected without increasing the degrees of freedom.
通过对钢管混凝土中外包钢管板件的屈曲弹性分析，目的在于研究钢管内填混凝土后钢板件的抗屈曲能力。
The major purpose of the paper was to investigate the resistance capability of plates to local buckling in concrete filled steel tube by elastic buckling analysis of steel plates.
为准确确定Q 460等边单角钢压杆的极限承载力，需正确分析板件宽厚比超限引起的局部屈曲的影响。
To determine precisely the bearing capacity of the Q460 single equal-angle steel strut, the local buckling caused by the overrun of width-thickness ratio should be correctly analyzed.
为准确确定Q 460等边单角钢压杆的极限承载力，需正确分析板件宽厚比超限引起的局部屈曲的影响。
To determine precisely the bearing capacity of the Q460 single equal-angle steel strut, the local buckling caused by the overrun of width-thickness ratio should be correctly analyzed.
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