| 1. | The winding can be mechanized convolute arrond the stator core
同时没有冲剪下脚料产生,提高了定子硅钢片材料利用率。 |
| 2. | Allowable punching shear
容许冲剪 |
| 3. | Punching shear failure
冲剪破坏 |
| 4. | Safety of hand - held motor - operated electric tools - part 2 : particular requirements for sheet metal shears and nibblers
手持式电动工具的安全第二部分：电剪刀和电冲剪的专用要求 |
| 5. | Advanced technical ceramics . mechanical properties of ceramic composites at room temperature . determination of shear strength by double - punch shearing
高技术陶瓷.室温下陶瓷复合材料的机械性能.用两次冲剪法测定剪切强度 |
| 6. | Or else , the minimum of the results obtained by the formula based upon steel tube flange shear failure mode and effective width failure mode is adapted . 3 ) the gap judging formula for k - cfrst joints is provided
T 、 y 、 x型受拉节点支主管宽度比0 . 7时，按屈服线破坏模式计算； 70 . 7按冲剪破坏和有效宽度破坏模式计算，取较小值。 |
| 7. | This jv can generally produce 5 categories of knife : 1 . knives in printing and paper industry , 2 . knives in wood industry , 3 . shearing blades in metal industry , 4 . knives in light industry , 5 . granulating knives in plastic industry
本公司生产经营的机械刀片有五大类： 1印刷机械和纸加工机械刀片， 2木工机械刀片， 3冲剪机械刀片， 4轻工机械刀片， 5破碎机刀片。 |
| 8. | The results show that the antipunching shear bearing capacity and ductility of frame column underpin system are improved by installing coupling bar at the interface of the new - to - old concrete and enlarging the reinforcing bars at the centre and upper position in the underpinning beam
结果表明：设置新老混凝土界面连接钢筋和增大托换梁中部和上部配筋可提高框架柱托换体系的抗冲剪承载力和延性。 |
| 9. | Based on the experimental results , the failure process is divided into two stages which are before and after interface slip by theoretical analysis , and the prediction models and design advices of antipunching shear bearing capacity of the underpin system for the two stages were presented
在此基础上通过理论分析将破坏过程分为界面滑移前和滑移后2个阶段并分别提出了托换体系抗冲剪承载力的预计模型和设计建议。 |
| 10. | If the gap between two branch members is great , the joint is treated as t - or y - joint . or else , the minimum of the results obtained by the formula based upon steel tube flange shear failure mode and effective width failure mode is adapted for the tension branch joints
给出了矩形钢管混凝土k型节点的间隙判断公式，间隙较大时按t 、 y型节点计算；间隙较小时受拉支管节点承载力按冲剪破坏和有效宽度破坏模式计算，取较小值。 |
