| 1. | Coupling analysis of temperature , deformation and stress field for frozen soil roadbed
变形场和应力场的耦合分析 |
| 2. | Experimental study on deformation field evolution during failure procedure of a rock borehole structure
岩石圆孔结构破坏过程变形场演化的实验研究 |
| 3. | The temperature and the deformation fields of the forming process were calculated and the final bending angle was predicted
计算了弯曲成形过程的温度场及变形场，预测了钢板的最终弯曲角度。 |
| 4. | The characteristic of stress and deformation of foundation soil bellow the pile end is analyzed . it is also compared with the common cast - in - site pile
分析了自扩桩桩底土应力场和变形场的特征，并和普通灌注桩作对比研究。 |
| 5. | After an actual rolling process of 2050 mill was simulated by using the model , evolution laws of strain field , temperature field and microstructure were analyzed
运用该模型对2050现场实际轧制过程进行模拟计算，分析了轧制过程轧件变形场、温度场及显微组织的演变规律。 |
| 6. | The residual deformation around the hole was measured by digital speckle correlation technique and the relation curves of residual strain at the side of hole vs fatigue life cycles were obtained
再应用数字散斑相关技术测量了不同疲劳循环次数后孔周的残余变形场，并给出了孔边最大残余应变与疲劳循环次数的关系曲线。 |
| 7. | The variation of stress and deformation fields in the freezing zone of an earth embankment is analyzed , and the effect of different frost - heaving zones on the deformation and stress of embankment surface is calculated
分析了土基范围内冻胀带对路基应力场和变形场的作用，并计算了不同冻胀带范围对路基顶面变形场和应力场的影响。 |
| 8. | According to this , the temperature field stress field and autogeny body - expand - deformation field of yangchun arch dam during construction arid operation period are analyzed , thus many significant conclusions are got for reference
由此，仿真分析了阳春拱坝施工期和运行期温度场、自生体积膨胀变形场及应力场，得到了一些有参考意义的结论。 |
| 9. | To resolve the problem of distortion of large - complex aerospace monolithic components during milling process , a finite element model ( fem ) of milling process simulation in distortion field and temper - attire field was established
摘要为了控制尺寸大、形状复杂的航空框类整体在铣削加工时产生的变形，建立了铣削加工时的变形场和温度场的有限元模型。 |
| 10. | As the important components of physical geologic environment for rock mass , temperature field , seepage field and stress or strain field are coupled , namely coupled thermal - hydro - mechanical ( thm ) behaviour , which is highly non - linear and complex
温度场、渗流场和变形场是岩体物理地质力学环境的重要组成部分，这三个场之间存在高度非线性的复杂耦合作用，即thm耦合作用。 |
