| 1. | The fe analysis on the creep behavior of wheel rail system
基于有限元法的轮轨蠕滑特性研究 |
| 2. | Testing study and modeling analysis of creep behavior of slates
板岩蠕变特性试验研究与模拟分析 |
| 3. | Standard test method for evaluating the unconfined tension creep behavior of geosynthetics
评定土工合成织物无侧限拉伸蠕变特性的标准试验方法 |
| 4. | On the study of the influence of the interphase properties on the creep behavior of short fiber enforced metal matrix composites
界面特性对短纤维金属基复合材料蠕变行为的影响 |
| 5. | The creep coefficient method and the time - stress equivalence principle are used to investigate the creep behavior of plastic geogrids
摘要运用蠕变系数法和时间应力等效原理分析塑料土工格栅的蠕变行为。 |
| 6. | Creep specimens ( different braiding structure , surface braiding angle , fibre volume content and under different loads ) were tested , which is the basis of studying their creep behaviors
并对不同编织结构、不同编织角、不同纤维体积含量、不同应力水平的三维编织复合材料试样进行了蠕变行为测试实验。 |
| 7. | The conclusions and the fit equations were got . 3 - d braiding composite ' s life span is predicted by extrapolating its creep behavior based on the combination of testing data and theory formula
在实验数据和理论公式相结合的基础上，对三维编织复合材料蠕变行为进行外推，预测了三维编织复合材料的长期使用寿命。 |
| 8. | The developments of restraining stress , creep behavior and elastic modulus in concrete were measured under different restraint degrees by uniaxial restrained shrinkage tea , and the influence of restraint degree on evaluation of cracking sensitivity in early concrete was alto discussed
采用了单轴约束试验方法，分析了不同约束程度下混凝土约束应力、松弛性质和弹性模量的发展，并讨论了约束程度对早期开裂敏感性评价的影响。 |
| 9. | The creep behavior of carbon fiber reinforced polymers is studied , and the regularity between time and creep deflection is analyzed . creep model is established by statistic analysis , as well as the influence on engineering practice and prestressing bonding frp technique induced by creep behavior of cfrp is analyzed
研究了卸载后碳纤维片材的强度、模量变化情况，分析了徐变性能对加固综合效果的影响以及对预张拉粘贴碳纤维片材加固混凝土结构的影响。 |
| 10. | The study on retarded creep behavior using creep theory under condition of reservoir water lever in stabilized status for one and a half year demonstrates that the viscous coefficient of sliding soil shall increase as creep procedure continues , meanwhile , the displacement process of landslide surface area fitted by logarithmic curve matches closely with measured values
以蠕变理论研究在库水位稳定一年半的条件下滑坡的减速蠕变现象，证明滑带土粘滞系数随蠕滑过程不断增大，以对数曲线拟合滑坡表部位移过程与实测值吻合较好。 |
