| 1. | Meso - models for synthetic fiber reinforced concrete under uniaxial tension
合成纤维混凝土细观拉拔模型 |
| 2. | Numerical simulation of fracture propagation of rock under uniaxial tension
岩石单轴拉伸破坏过程的数值模拟 |
| 3. | Correlation between uniaxial tension properties and formability of automotive aluminium alloy sheet
陶瓷的制备与电性能 |
| 4. | Uniaxial tension and cyclic deformation behavior of 16mn zn laminated aseismic composites
抗震复合材料的单向拉伸与循环变形行为 |
| 5. | Based on test results , numerical simulations on uniaxial tension at 480 and different strain rate have been conducted
在试验研究基础上，利用chaboche粘塑性模型模拟高温下( 480 ) 、不同应变速率的单轴拉伸。 |
| 6. | ( 3 ) the fatigue behavior of concrete under uniaxial tension with constant amplitude cyclic loading but high temperatures is investigated based on test results
( 3 )进行了高温下混凝土在等幅重复荷载作用下的抗拉疲劳性能试验。 |
| 7. | The stochastic damage constitutional law models of concrete under uniaxial tension , uniaxial compression and biaxial tension - compression combination are established
建立了混凝土单轴受拉、单轴受压与双轴拉压组合条件下的随机损伤本构关系模型。 |
| 8. | ( 2 ) the tests on the fatigue behavior of concrete under uniaxial tension with variable - amplitude fatigue loading were carried out . the damage variable is defined
( 2 )进行了混凝土单轴轴拉变幅疲劳性能试验。探讨了变幅疲劳残余应变的规律与特点。 |
| 9. | Recommendations for the presentation of plastics design data - mechanical properties - creep in uniaxial tension or compression with particular reference to solid plastics
塑料设计数据表示方法推荐标准.第1部分:机械性能.第1节:蠕变.第1小节:单轴拉伸或压缩蠕变 |
| 10. | The law of cumulative damage and its evolution equation of concrete under uniaxial tension with constant amplitude is established , and the validity of which is verified by the test results of variable amplitude loading
定义了损伤变量，得到了损伤积累和演化规律。建立了疲劳损伤模型，并用变幅疲劳试验结果验证了模型的有效性。 |
