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)力能在反復(fù)循環(huán)荷載下獲得較為有利的粘結(jié)條件，特別是在缺少柱上軸向壓力的時(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(duì)于筋材軸向的計(jì)算結(jié)果，粘結(jié)界面的徑向彈性模量影響較小。