| 1. | Then check that the light energy orb is solid in construction and free of cracks and lines and if it is solid then well done
然后检查光能量球构造坚固以及无裂缝和裂纹线而如果它是坚固的然后做得不错的话。 |
| 2. | Then check that the light energy star is solid in construction and free of cracks and lines and if it is solid then well done
然后检查光能量星构造坚固以及无裂缝和裂纹线而如果它是坚固的然后做得不错的话。 |
| 3. | Then check that the light energy wall is solid in construction and free of cracks and lines and if it is solid then well done
然后检查光能量墙构造坚固以及无裂缝和裂纹线而如果它是坚固的然后做得不错的话。 |
| 4. | Then check that the light energy spear is solid in construction and free of cracks and lines and if it is solid then well done
然后检查光能量矛构造坚固以及无裂缝和裂纹线而如果它是坚固的然后做得不错的话。 |
| 5. | Then check that the light energy bubble is solid in construction and free of cracks and lines and if it is solid then well done
然后检查光能量泡构造坚固以及无裂缝和裂纹线而如果它是坚固的然后做得不错的话。 |
| 6. | The near crack line analysis method is used to investigate an eccentric crack loaded by shear forces in a finite plate , and the analytical solution are obtained
摘要利用裂纹线场方法对岩石材料偏心裂纹板受剪应力作用时进行了弹塑性分析，并且获得了理论解。 |
| 7. | The results are sufficiently precise near the crack line because the assumptions of the small scale yielding theory have not been made and no other assumption have been taken
该分析不受小范围屈服假设的限制，并且不附加假设条件，其结果在裂纹线附近足够精确。 |
| 8. | The following conclusions are gained : ( 1 ) the located shear band prongs the ligament near the top crack tip and the structure may occur shear - mode fracture at the angle of 155 ? to crack when load is 87 . 92mpa ; the mode of fracture of the flange joint structure is not possible to be void - mode ; ( 2 ) it is proved that loading and then unloading repeatedly can not increase the possibility of invalidation of the structure when the times of loading and unloading are not too more when load is operating pressure ; the structure is safe when the vessel is operating ; ( 3 ) in the fe model of the thesis , not considering the influence of water pressure test which is in the process of fabrication of vessel in fe results in larger deviation in analysi
得出了以下结论：在8792mpa的载荷下筒体一封头连接结构处的集中剪切带贯穿韧带，可能发生沿与原裂纹线成155 “角方向剪切型断裂；筒体一封头连接结构不可能发生韧窝型断裂； （ 2 ）在工作压力下进行次数不多的反复加、卸载，结构不会破坏，也不会丧失安定性：结构在工作状态下是安全的； m在本文的弹塑性有限元模拟计算中，对于裂纹尖端进行力学分析时，不考虑压力容器制造过程中水压试验的影响，将导致计算结果出现较大的偏差； （ 4 ）筒体完全屈服时的载荷为92石3mpa ，封头完全屈服时载荷为86 |
| 9. | The solutions include : the unit normal vector of the elastic - plastic boundary near the crack line , the elastic - plastic stress fields near crack line , law that the length of the plastic zone along the crack line is varied with an external loads , the maximum lengths of the plastic zone , the bearing capacity of a finite plate with an eccentric crack loaded by shear forces
这个解包括：裂纹线附近弹塑性边界上的单位法向矢量，裂纹线附近的弹塑性解析解、最大塑性区长度、裂纹线上的塑性区长度随荷载的变化规律及其承载力。 |
