1) cone-frustums shell
锥台
1.
Structure of the cone-frustums shell and change of the parameters during hydro-bulging were introduced first.
介绍了锥台式壳体胀球时的结构形式及成球后的参数变化情况,并通过理论分析得出了锥台式结构壳体液压胀形时壳体发生失稳起皱的原因,给出了圆锥台的节数、壳体的半径、壁厚及焊缝强度对壳体变形的影响关系,为采用锥台式结构胀球的壳体结构设计提供了一定的理论依据。
2) conical sheet metal
圆锥台件
3) multi-segment cone-sill
多节锥台
1.
Accuracy analysis of explosive expansion forming of the spherical shell of thin-wall multi-segment cone-sill;
薄壁多节锥台壳体爆炸胀球精度分析
4) ring stiffened truncated conical shell
环肋锥台
1.
Load carrying capacity of a ring stiffened truncated conical shell which is made from a high strength steel has been experimentally and theoretically examined.
采用规则法、解析法和有限元法对环肋锥台的承压能力进行了理论分析与计算，并利用模型实测结果评定了这些方法的精度情况，指出了由高强钢制造的环肋圆锥壳的破坏主要是结构薄弱处壳体纵横截面上的中面应力所造成，规则法计算结果虽偏安全，但过于保守。
5) truncated right angle cone
圆锥台形
1.
As a rapid calculation of radioactive shield attenuation in truncated cone, the cross points penetrated through the truncated right angle cone shielded region from source points to the detector point have been studied via numerical analysis.
提出一种数值解析法计算从放射线源到评价点的放射线所穿透圆锥台形屏蔽物体的交点坐标 ,从而可快速预测辐射屏蔽衰减率。
6) abutment truncated cone banking
桥台锥坡
1.
The basis and method of traditiongal lofting of the curved of foundation abutment truncated cone banking are reformed,and a mathematic equation for the curved foundation of abutment truncated cone banking is put forward definitely.
对传统的桥台锥坡基础曲线的放样依据和方法进行了革新 ,明确地提出了桥台锥坡基础曲线的数学方程 ,并以实例说明了方程的应用方法。
补充资料：柱,锥,台体体积公式
v台体=1/3h(s上+√(s下*s上)+s下)
当s上=s下时:
v柱=s*h
当s上=0时:
v锥=1/3s*h
都可根据台体体积推得."s上"为台体上体面,"s下"为台体下底面,"h"为高.
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