1) anchorage zone
剪弯区
1.
To reflect accurately the bond stresses between concrete and reinforcing bars in flexur-al members,this paper discusses,through the foil-faced beam bonding test,the distribution laws of stresses and bond stresses of reinforcing bars in the beam anchorage zone under compli-cated stress conditions.
为如实反映受弯构件中钢筋与混凝土的粘结应力,采用内贴片的全梁粘结试验对梁内剪弯区钢筋在复杂应力状态下的应力及粘结应力分布规律进行研究。
2) shear bend
剪弯
3) shear and flexural beam
剪弯梁
1.
In this paper,the frame is simplifide as shear beam with bending deflection,the shear wall is simpilfied as shear and flexural beam with shear and stain deflection.
把框架简化为剪力梁 ,把剪力墙简化剪弯梁 ,通过刚性连杆铰接两体系 ,得到本论文的计算模型。
4) shear type and shear-bending type combinative model
剪切型-剪弯型组合模型
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明：补充资料仅用于学习参考，请勿用于其它任何用途。