1) compression-shear failure
压剪破坏
1.
The compression-shear failure of steel fiber reinforced concrete(SFRC) was studied by varying compressive stress and steel fiber content.
通过改变压应力和钢纤维掺量,研究了钢纤维混凝土的压剪破坏,结果表明:钢纤维混凝土压剪破坏后具有明显的材料软化特征,可用双线性剪切软化曲线表示;钢纤维混凝土压剪强度与其压应力和钢纤维掺量有关,但该两者的增强效果并不叠加。
2) shear compression failure
剪压破坏
1.
The experimental results show that the behavior of the shear compression failure mode is quite different from the diagonal tension failure mode although both shear failure modes are sudden and brittle.
0是斜拉破坏和剪压破坏的过渡区。
3) shear compression failure after longitudinal-reinforcement yielding
弯曲剪压破坏
4) Punching failure
冲剪破坏
5) direct-shear failure
直剪破坏
1.
Based on the soil-structure interaction in one dimensional case and Timoshenko beam theory,a numerical approach for prediction of the dynamic responses and failure modes of structure under impulsive loadings is established by finite differential method,incorporating with the flexural and direct-shear failure criteria.
本文以常规武器爆炸荷载作用下土中浅埋钢筋混凝土框架为研究对象 ,将迎爆面构件简化为梁 ,基于一维情况下土与结构相互作用和Timoshenko梁理论 ,并引入梁的弯曲和直剪破坏准则 ,通过采用有限差分方法 ,建立了常规武器爆炸荷载作用下土中浅埋梁的动力响应和破坏模式分析方法。
补充资料：压剪粘接强度
分子式：
CAS号：
性质：以压缩荷重对粘接面施加剪切应力，至粘接部位破坏的强度。多用于木材粘接力试验。
CAS号：
性质：以压缩荷重对粘接面施加剪切应力，至粘接部位破坏的强度。多用于木材粘接力试验。
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