... unbonded member 未粘结后张预应力构件 unbonded post tensioning无束缚后加拉力 unbonded tendon 未粘合的预应力钢筋 ...
双语例句
1
The formula for calculating the ultimate stress of unbondedposttensioning tendons and the calculating method of ultimate flexural strength of UPPC beam Bridges are proposed.
在此基础上给出了无粘结预应力筋极限应力计算公式和UPPC梁正截面抗弯强度计算方法。
2
The key to calculate the ultimate flexural strength of unbonded partially prestressed concrete (UPPC) beam Bridges is how to determine the ultimate stress of unbondedposttensioning tendons.
无粘结部分预应力混凝土(UPPC)梁桥抗弯强度计算的关键，是如何确定无粘结预应力筋的极限应力。
3
Based on the analysis of the experimental data and the research results reported in references, the practical calculating equation of the ultimate stress in unbondedposttensioning is proposed.