1) solid losses
固形物损失
2) solid loss
固性物损失
3) total solid loss
固形物流失
4) anchoring loss
锚固损失
1.
By deforming coordination principle and numerical method, the formulas for calculating theinfluence length of kickback friction and the anchoring loss of the Curved prestressing tendons in thecurved beams are given.
根据变形协调原理，应用数值解法，导出了曲梁内曲线预应力筋反向摩擦影响长度及其锚固损失的计算公式。
2.
Based on the theory of friction,a balance equation of micro-segment in prestessed steel was established,and then the analytical solution of the anchoring loss of five-segment-style prestressed steel was derived according to the deforming coordination principle,which can be applied to the general case in bridge engineering practice.
基于摩擦理论,建立了预应力筋微段平衡方程,利用变形协调条件,推导了桥梁工程中典型的五段式预应力筋的锚固损失解析解,将计算方法推广到n段混合线形的预应力筋,并给出了反摩擦影响长度等于预应力筋全长时锚固损失的计算公式,最后通过算例将本文的计算方法与现行公路桥梁规范和铁路桥梁规范给出的方法进行了对比。
5) anchorage loss
锚固损失
1.
The transient prestress loss includes the friction loss and anchorage loss.
瞬时预应力损失包括摩擦损失和锚固损失。
6) fixed loss
固定损失
补充资料：窦固(见窦固攻北匈奴)
窦固(见窦固攻北匈奴)
Dou Gu
Doll GU窦固(D ouGu，?一公元88)东汉中期将领。字孟孙。扶风平陵(今陕西咸阳西北)人。名将窦融侄。历任奉车都尉、卫尉等。以率军攻北匈奴著名。见窦固攻北匈奴。
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