| 1. | Surgical treatment of unstable fractures of the distal clavicle
锁骨外侧端不稳定骨折的手术治疗 |
| 2. | The operative treatmenf of unstable fracture and dislocation of ankle joint
踝关节骨折的内固定及术后56例康复 |
| 3. | Open reduction and t shape plate fixation for unstable fractures of distal radius
形钢板内固定治疗桡骨远端不稳定骨折 |
| 4. | Analysis of clinical management of open - unstable fractures of the tibia and fibula
开放性不稳定胫腓骨骨折的临床治疗分析 |
| 5. | Treatment of unstable fracture of the tibia and fibula with external and internal fixator
内外固定联合在不稳定性胫腓骨骨折治疗中的应用 |
| 6. | Many experimental investigations reveal that crack in concrete structures undergoes two evident stages : crack stable propagation and crack unstable fracture
2很多试验结果发现裂缝的扩展要经过两个明显的阶段：裂缝稳定扩展和裂缝失稳扩展。 |
| 7. | Wherefore , other two energy - based fracture parameters are put forward : the stable fracture energy gfs , indicating the average energy dissipation during the crack stable propagation and the unstable fracture energy gfu , corresponding to the crack unstable fracture stage . wedge . ? splitting specimens are tested with a view to understanding those two parameters " size effect in terms of the initial crack length a0
本文提出两个能量型断裂参数即稳定断裂能g _ ( fs )和失稳断裂能g _ ( fu )分别表示裂缝稳定扩展和失稳扩展阶段的能量损耗，并采用楔入劈拉试件( ws )对这两个参数相对初始缝长_ 0的尺寸效应进行了分析。 |
