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Chinese translation for "腹板的"

sternal
Example Sentences:
1.Each bundle of strands is connected to one side of the center web of the two cell box girder .
每束钢缆锚固在双箱梁的中间腹板的一侧。
2.Often lack of fusion adjacent to the girder web in the transverse groove welds led to the cracking .
在靠近主梁腹板的横向坡口焊缝处常常出现未熔透而导致裂纹。
3.The crack surfaces in the web and flange were subjected to visual examination in order to evaluate crack growth regions .
为了估计各裂纹扩展区,对翼缘和腹板的裂纹表面进行了宏观检验。
4.To raise the critical stress of the web , we always lay some transverse stiffeners on the web , and also lay some longitudinal stiffeners sometime
为了提高腹板的临界应力,通常都设有腹板横向加劲肋,有时还在梁中段加设纵向加劲肋。
5.Then with advanced application of ainsys , author proceeded optimal design to corrugated sheet of web and get the optimal solution of corrugated sheet
此外,利用ansys的高级应用技术,论文还对波形腹板的波形进行了优化设计,并得出了波形的最优解。
6.Using this new web , the material and stiffening plate of web may reduce too much to reduce the main girder weight of overhead traveling crane and reduce the produced cost
运用这种腹板,可以大大减少腹板的材料和其上的加强筋,从而使桥式起重机的主梁得以大大减轻,从而降低制造成本。
7.In the analysis of the elastic local buckling strength of the stiffener ' s web , the elastic critical stress is analytically derived by solving the characteristic value problem involving the governing differential equation under the corresponding loading and boundary conditions
对于加筋板中加强筋腹板的局部屈曲,则用解析法推导出筋的腹板的挠度方程及其边界条件,求解相应的方程,从而计算出腹板的局部屈曲应力。
8.Furthermore , in order to predict the force at beam tension flange when end - plate yields , kulak method , applied to determine the ultimate strength of the t - stub connections , are modified by introducing a parameter c . the general solution of parameter c is also provided in this paper
在有限元计算的基础上,本文分析了影响节点强度的主要因素,包括: ( 1 )螺栓和端板的强度; ( 2 )柱翼缘的抗压强度; ( 3 )柱腹板的抗压强度。
9.The author use large - scale finite element software ansys as analyzing tool , use finite element method to comprehensively analyze the oldslabbing - web main girder and the new - corrugated - web main girder . through the analyzing , know the equivalent stress of new web is reduce 57 % than old web
作者以大型有限元软件ansys为工具,用有限元方法进行了新型腹板与原来的平直腹板的综合比较分析,得出了波形腹板结构在同等条件下,等效应力比原腹板减少14左右。
10.( 2 ) to clarify the distribution of the vertical stress of the web under the action of the vertical tendon , a three - dimension ( 3 - d ) finite element ( fe ) model is established to calculate the stress distribution of the web under the action of one bind and binds of vertical tendons and investigated the analytical method on vertical stress , the dispersion angle of stress and the calculation of the suitable spacing between the tendons
( 2 )为了研究腹板在竖向力筋作用下的应力场,本文建立了腹板的有限元模型,计算和分析了腹板在单根和多根力筋作用下的应力分布情况,并探讨了竖向应力大小的计算、竖向力筋的应力扩散角和合理间距计算等问题。
Similar Words:
"腹斑倭蛙" Chinese translation, "腹板" Chinese translation, "腹板,臀板,尾节,尾板" Chinese translation, "腹板部分" Chinese translation, "腹板搭接" Chinese translation, "腹板钢筋" Chinese translation, "腹板高度" Chinese translation, "腹板厚度" Chinese translation, "腹板夹芯板" Chinese translation, "腹板加劲件" Chinese translation