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bending相关的网络例句

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与 bending 相关的网络例句 [注:此内容来源于网络,仅供参考]

The excavation surface model of the composition geologic strata for the shield machine was established, in which the soft soil and hard rocks are taken into account simultaneously. In terms of the cutting mechanism of the individual disc cutter and drag scraper, the total bending moment model on the cutterheads of shield machines was proposed. The bending moment behavior was discussed when the shield machine excavates in the composition geologic strata.

针对盾构机在掘进过程中上软下硬的复合地质结构,建立了其刀盘截面圆模型,基于单个切削刀和盘形滚刀的切削机制,建立了复合岩土层掘进时刀盘平面内总弯矩分析模型,分析了与刀盘接触的撑子面内,不同软土面积分数的复合地质条件下,刀盘旋转掘进过程中的弯矩动态特性。

The researched results indicate that the axial shift of CVC intermediate roll,the bending of work roll and the bending of intermediate roll have outstanding influence to the transverse distribution of rolling pressure,and clear influence to the transverse distributions of the pressure betweens roll s.

结果表明,CVC中间辊横向移动、工作辊弯辊和中间辊弯辊等手段,对轧制压力的横向分布影响很大,对辊间压力的横向分布也有明显影响。

The horizontal bending moment and bending stress of the crossbeams rise quickly with increasing of the constraint stiffness of the lower chord joint to the crossbeam, the axial stress of the low chords and the continuous length of the floor system and with decreasing of the distance between the stringer and the low chord.

桥面系的连续长度和下弦杆的轴应力越大、下弦杆结点对于横梁的约束刚度越大、纵梁与下弦杆的距离越小,横梁的面外弯矩和弯曲应力越大。

According to coordinated deformation of the floor system, the theoretical formulas of the horizontal bending of the crossbeams of the composite floor system where the concrete slab only combines with the stringers are deduced. In combination with numerical examples, the main factors influencing the horizontal bending of crossbeams are analyzed.

本文针对高速铁路混凝土板仅与纵梁结合的纵横梁体系,从结合桥面系变形协调出发,推导出横梁面外弯曲问题的计算公式,并结合算例分析各种因素对横梁面外弯曲问题的影响。

The results show that space finite analysis results are close to test ones, bottom chords suffer axial force and large in-plane bending, and the max stress is nearby each middle internode. The max stress of node crossbeams occurs in No.2 bottom flange, and that of internode crossbeams happens in ones lying in the middle of every internode. The concrete slab is in tension at the longitudinal direction, and also suffers bent at vertical loads. The degree of completely-composite model taking part in the combined actions is about 55%, while that of semi-composite model is 42%-43%. The combination of concrete slab and bottom chord increases the degree of floor system taking part in the combined actions, lightens the burden of bottom chord, and reduces out-of-plane bending of node crossbeams especially the ones near bridgehead. Stress and displacement of main truss can be evaluated by a equivalent plane rigid frame in preliminary design, and effective stiffness of bottom chords are composed of original ones and concrete slab, and the concentrated load from deck can be translated into uniform load.

研究结果表明:空间有限元分析结果与试验结果较吻合;下弦杆受到轴向拉力和较大的面内弯矩作用,各节间最大应力出现在节间中点附近;节点横梁最大应力发生在横梁2的下翼缘,节间横梁最大应力发生在位于端节间中部的小横梁上;混凝土板顺桥向整体受拉,并在竖向集中荷载作用下产生弯曲变形;全结合模型大部分节间内的桥面板参与主桁共同作用的程度为55%左右,半结合模型桥面板的参与程度为42%~43%;桥面板与下弦杆结合能够增加桥面板的参与程度,减轻下弦杆荷载,减少节点横梁尤其是靠近桥头横梁的面外弯曲;对桥梁进行初步设计时,主桁杆件的位移与内力可按照1个等效的平面刚架计算,下弦杆的等效刚度由原下弦杆截面和混凝土桥面板截面组合而成,桥面荷载可转化为均布荷载施加。

In the end, Based on the conception that the simple beam at ultimate rotates rigidly around the plastic hinge in the midspan when the beam fails because of bending, the formula for calculating the stress in the external tendons and the ultimate anti-bending capacity of the beam in the cases of different deviators have been developed.

最后,基于抗弯承载力极限状态下的简支梁可视为梁体绕跨中等曲率塑性铰发生刚性转动的假设,推导了在各种转向块布置情况下求体外预应力筋的变形和梁的跨中挠度,进而求得梁的极限弯矩的简化公式。

These issues include: the main axis may cause a similar problem with the main axis of the fault has affected the accuracy of bending; workpiece clamping possible problem is that the workpiece center and the main discrepancies, which could lead to instability in rotating workpiece; servo motor failure: the feed system Ball Screw bending and oil do not lead to rust long run can also be caused by poor, such as the same issues.

这些问题包括:主轴主要可能引起类似问题的故障有主轴弯曲影响精度;工件装夹方面可能的问题是工件中心和主轴不一致,由此可能导致工件转动不稳;伺服电机出现故障:进给系统中滚珠丝杠的弯曲和长时间不上油导致生锈运行不畅等也可能引起相同的问题等。

The bending mandrel 14 and the bending tool 15 now have their positions in relation to the feed path of the wire 1 interchanged.

14芯的弯曲和弯曲工具15现在有关的电线互换1饲料道路的立场。

The arch bending on the top of the original main arch ring corresponds to every arch rib and the bottom beam on its landscape orientation. As a result it becomes a down arc frame similar to slab-and-beam floor system. On the arch bending and bottom beam just established, standing pillar, main beam, horizontal rib beam and bridge front-panel would be built subsequently. Both ends of the main beam would then be put off the new hat beam made of reinforced concrete. Now, it becomes an upper slab-and-beam floor system. Two decks will be joined together on the middle of the bridge, which forms the ability of spanning and loading.

在原主拱圈拱肋相应位置处增设拱伏,横向增设底梁,形成一个下层弧形的类似肋梁楼盖的结构;在已浇筑好的拱伏与底梁上,继续现浇立柱、主梁和横向肋梁、桥面板,主梁的两端搁置在桥台处新增加的钢筋混凝土台帽梁上,形成一个上层肋梁楼盖结构,并且上下两层楼盖在桥梁跨中互为渗透结合成一个牢固的整体,共同完成了跨越和承载的能力。

The companys main products are: high school at the end of light-bending machines, at the end of high school material for hydraulic cutting machine, heavy thick material knife-bending machines, materials removed knife-thick, thick knife expected wheel machine, a tooth-and small point cut Knife machine, paint boxes, hand shear pressure feeder, cosmetic Taiwan, knife rack-first class professional products, according to customer requirements and design the appropriate professional products.

本公司主要产品有:高中底轻型弯模机、高中底档油压剪料机、重型厚刀料弯模机、厚刀料磨平机、厚刀料砂轮机、打牙机、点小切刀机、油漆箱、手压剪料机、整型台、刀料架模头等专业产品,并可根据客户要求设计相应的专业产品。

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