1) randomicity of SCSAs
支柱截面随机度
1.
Influences of the model irregularity and randomicity of SCSAs on foams were compared,and the effects of their interaction were also discussed.
结果表明,对非线性压缩和拉伸行为,支柱截面随机度对无量纲应力都起降低作用,并且其影响随应变的增加而增大,对泊松比在压缩时起减小作用而在拉伸时起增大作用;支柱截面随机度对胞体伸长方向和垂直于胞体伸长方向的弹性模量均起减小作用,但对泊松比的影响不明显。
2) l shore
l 型截面支柱
3) cross-section random sample
横截面随机样本
4) Section of pole
柱体截面
6) variable section column
变截面柱
1.
Based on document ,this paper detailed the formula of critical load of for, variable section column with two sides hinged support by method of weighed residuals and proved that conclusion of document was a special case .
本文在文献〔１〕的基础上，利用加权残数法推导出两端铰支变截面柱发生弹性失稳时的临界力计算公式，并表明文献〔１〕的结论是本文的特殊情况。
补充资料：支柱
①起支撑作用的柱子。比喻中坚力量：国家的支柱｜他是厂里的主要支柱。②撑起；撑住：这种局面他能支柱多久?
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条