1) un-bonded
锚具变形滑移
2) deformation of anchorage device
锚具变形
1.
Based on the condition of deformation compatibility,the computing formula of prestress losses caused by deformation of anchorage device,slip of tendon and joint compression was established by using calculation method of piecewise approximation,meanwhile,the.
针对后张法预应力混凝土构件中由锚具变形、预应力钢束回缩和接缝压缩等引起的预应力损失计算方法适用范围较窄和误差较大的缺点,基于变形协调条件,通过分段近似计算方法,建立了锚具变形、预应力钢束回缩和接缝压缩等引起的预应力损失计算公式,并与实际预应力混凝土T形截面简支梁的计算结果进行了比较。
3) Sliding deformation
滑移变形
4) deformation and glide
变形及滑移
5) sliding of reinforcement anchoring
锚固滑移
6) tube anchorage
管形锚具
1.
This paper presents the process flow of new die forging for tube anchorages, the workmanship of upsetting and squeezing into shape, structural design of the die for upsetting and squeezing, and also compares the technical and economic benefits between the new and old workmanship.
介绍了管形锚具新的模锻工艺流程,阐述了镦粗挤压成型工艺及其模具结构设计,比较了新旧工艺的技术经济效益。
补充资料：大坝内部变形观测(见水工建筑物变形观测)
大坝内部变形观测(见水工建筑物变形观测)
daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
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