axial bond

基本解釋

The reduced stresses in the longitudinal bars help to achieve less critical bond condition under the cyclic loading, especially in the lack of column axial force.
降低了的梁內(nèi)縱筋的應(yīng)力能在反複循環(huán)荷載下獲得較爲(wèi)有利的粘結(jié)條件，特別是在缺少柱上軸曏壓力的時(shí)候。
The numerical results show that Bar-scale model with radial elastic modulus of bond interface is significant for the radial performance or not for the axial performance.
而對於筋材軸曏的計(jì)算結(jié)果，粘結(jié)界麪的逕曏彈性模量影響較小。