width-thickness ratio meaning in English
宽厚度
Examples
- Effects of the plates width - thickness ratios on cyclic characteristics of i - section steel beam - columns
板件宽厚比对高层钢结构压弯构件滞回性能的影响 - Since the plate is relatively wider and the width - thickness ratio of plate is always larger , the section of cold - formed steel is easy to buckle
由于冷弯型钢截面开展，各组成板件的宽厚比往往较大，截面容易凸曲。 - The chinese codes stipulate both the width - thickness ratio and the minimum thickness of the elements . that is stricter than the stipulations of north american codes
对于受压板件的壁厚，我国规范采取的是既限制板件宽厚比又限制最小板厚的规定，其限制较北美同类规范偏严。 - The national steel structure design code ( gbj17 - 88 ) is not permitted the b / t exceed ( 10 + 0 . 1 ) 235 / fy . the width - thickness ratio of the web ( b / t for short ) exceed the limitation often
钢结构设计规范( gbj17 - 88 )规定t形截面轴压构件腹板宽厚比不应超过( 10 + 0 . 1 ) ，按国家标准生产的t型钢的腹板宽厚比大多超过限值。 - In this paper , the buckling behavior of cold - formed angle members is studied by non - linear finite element method . the influence of the width - thickness ratio of the single cold - formed angle column under axial load is analysed . the criteria of flexural buckling and torsional - flexural buckling for cold - formed egual - leg under axial loads is presented . according the calculating results of the ansys finite element method , the stability - coefficient formulas are simulated for the cold - formed loading single angle members of flexural buckling and torsional - flexural buckling
本文运用非线性有限元法对冷成型单角钢的稳定性能进行了研究，分析了宽厚比对冷成型单角钢轴压杆稳定性能的影响，给出了等边冷弯角钢发生弯曲屈曲和弯扭屈曲的判断条件，根据ansys有限元的计算结果拟合出了冷成型单角钢轴压杆在发生弯曲屈曲以及在发生弯扭屈曲时的稳定系数公式，在此基础上得出了冷成型单角钢轴压杆在所有长细比情况下的稳定系数公式。