1) local bond stress
局部粘结应力
2) local bond-slip relationship
局部粘结剪应力-滑移关系
3) local prestressed structure
局部预应力结构
4) partially-prestressed and partially-bonded
部分预应力部分粘结
1.
To improve the bending and ductility behavior of prestressed concrete beams that reinforced with carbon fiber reinforced plastics bars(CFRP), in the light of the special material property of CFRP bar, a new concept, “partially-prestressed and partially-bonded", was first introduced in China.
为了改善碳纤维筋(CFRP)预应力混凝土梁的受力及延性性能,针对CFRP筋特殊的材料性能,在国内首次引入了“部分预应力部分粘结”的新概念。
6) partially unbonded
局部无粘结
1.
At present, it is necessary to establish a model to estimate the reduced load carrying capacity of partially unbonded RC beam.
本文以跨中单点加载简支梁为例,通过理论分析,提出一种计算局部无粘结情况下抗弯承载力的简化计算模型,并通过实验验证了模型的准确性。
2.
At present,it is necessary to establish a model to estimate the reduced load carrying capacity of partially unbonded RC beam.
本文以跨中单点加载简支梁为例,通过理论分析,提出一种计算局部无粘结情况下抗弯承载力的简化计算模型,并给出局部无粘结混凝土梁承载力计算的一系列公式,最后通过实验验证了模型的准确性。
补充资料：剪应力差法
见光弹性法。
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