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plate bending相关的网络例句

查询词典 plate bending

与 plate bending 相关的网络例句 [注:此内容来源于网络,仅供参考]

Based on the analysis of the main failures discovered in pavement on steel deck plate and the demanding service condition of the pavement on steel deck,high-temperature rutting test,low-temperature bending test and controlled stress flexural fatigue test are used to study the performance of asphalt mixtures modified by epoxy resin including high-temperature stability,low-temperature cracking-resistance,and fatigue cracking-resistance,which are served to evaluate the modification effect of epoxy resin of different contents.

在分析钢桥面铺装层主要病害和特殊工作环境的前提下,分别采用高温车辙试验、低温小梁弯曲试验和控制应力小梁弯拉疲劳试验,研究了不同环氧树脂掺量下的环氧树脂改性沥青混合料的高温稳定性、低温抗裂性和抗疲劳性能。

In the case of in-plate loads, such as those induced in the deck by longitudinal bending of the hull girder, the beams serve to maintain the deck plating in its designed shape.

在板材装载情况下,例如在甲板上那些由纵向弯曲船体纵桁所诱导的,梁架就用来维持甲板板设计的形状。

Weilai board applies the computer controlled mechanized assembly-line production line which is high-performance, high-quality and stability. The construction of the convergence between board and board is scientific and rational, with no cold bridge, and no leak. The plate after embossing is more resistant to bending and the heat - expansion shrinkage.

未来板生产采用机械化电脑控制流水作业线,性能优异,质量稳定;板与板之间衔接处构造科学合理,无冷桥、不渗漏,压花后的板材抗折能力、抗热胀冷缩能力大大提高。

According to AGMA standards, the required service factors are 1.75 for pitting resistance, and 2.0 for bending strength for hot strip mill non reversing finishing stands which is the suitable application for the AH checkered plate mill stand.

根据AGMA标准,技术参数为1.75点蚀抵抗和2弯曲强度的不可逆转热截断研磨机较为适合用于AH检测台的研磨状态不是太专业,不清楚以上翻译是否正确。

Based on the agility property of node disposal in meshless method, the theory can be used in the bending problem of foundation plate with arbitrary plane shape.

该理论同时适用于弹性地基上薄、中厚、厚板的计算,基于无网格法节点布置灵活的特性,可推广应用于任意平面形状的地基板的求解。

A plane-strain FEM model was established to analyze the residual stresses in the heavy gauge plate during continuous roll smoothing and roll bending process in this paper.

在此基础上,文章结合实验的方法,分析了校平及滚弯连续加工工艺对大尺寸板材残余应力的影响。

A plane-strain FEM model was established to analyze the residual stresses in the heavy gauge plate during continuous roll smoothing and roll bending process in this paper.

Marc,建立了大尺寸板材校平、滚弯过程的二维动态有限元模型,探讨了在连续虚拟加工过程中状态变量的传递问题。

The arrangement of braces is X type. The braces is H175x175x11x7.5, same as the second test of TCBF. Because of additional knife plates, the braces length in this test is a little shorter than the second TCBF test. The gusset plate design use the UFM instead of ellipse bending design method.

试体高6.66公尺,宽6.7公尺,斜撑排列形式为大X形,斜撑尺寸为H175x175x11x7.5,与第二次TCBF试验采用之斜撑相同,但本研究因需配置额外的连接板而使得斜撑长度略短,接合板则采用规范建议之UFM进行设计,与第二次TCBF椭圆形凹折设计不同。

A correlation of the experimentaldynamic response of the vessels with the theoretical finite element calculations ispresented and discussed.1 The response of the end caps is dominated by transverseand torsional deformation of the plates.The membrane strain is negligible compareto the lateral strain.2 In the lengthwise direction of the inner cylinder,themembrane strain has the same magnitude as that of the bending strain. But for theouter cylinder,the former is much smaller than the later at the same direction.3 Forboth the inner shell and the outer shell,hoop strains are primarily due to themembrane deformation.The amplitude of the circumferential flexural strain isconsiderably small.4 Peak strains in the vicinity of the connection portion of theend caps and the shells are very high.This is important to assess the safety of thecontainer in case of repeated use or tests.5 The applying load to the end cap isdifferent from that to the inner shell plate, but peak stains and nodal displacementsof these two structural parts are nearly the same.It can be inferred that the dynamicresponse of the end cap is greatly affected by the structural vibration excited by theimpulsive loading.

结果表明:1在本文所考虑的载荷水平下,平板变形以板的横向弯曲和扭曲为主,中面应变幅值比较小。2对于内容器,其纵向变形中弯曲应变和中面应变大小接近;而对于外容器,其纵向变形以弯曲为主,中面变形比较小。3内、外壳体的环向变形主要是中面应变,弯曲应变分量很小。4平板和壳体连接处应变很大,这对于多次使用或实验时评价结构安全有指导意义。5尽管内筒底板和大封头上的作用载荷有一定差别,但应变峰值和节点位移峰值基本相近,这说明脉冲载荷激发起来的结构振动对封头的动态响应有很大影响。

Inhale, lift left leg, bending right knee to his right foot plate support to live right thigh.

吸气,抬起左腿,弯曲右膝,以右脚板支撑住右大腿。

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Lugalbanda 是神和被崇拜了一千年多 Uruk古埃及喜克索王朝国王。

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