| 1. | Self - stressing concrete pipe for water
自应力混凝土输水管 |
| 2. | Self stressing concrete
自应力混凝土 |
| 3. | Research on the basic mechanical properties of steel fiber reinforced self - stressing concrete
钢纤维自应力混凝土力学性能试验研究 |
| 4. | The simplified curve based on the experiment provides a convenience for the analysis of stress and strain of steel fiber reinforced self - stressing concrete structures
这种在试验基础上的简化，方便了钢纤维自应力混凝土结构的应力和应变分析。 |
| 5. | Based on the direct tension test , the characteristics of tension stress - strain full curves of steel fiber reinforced self - stressing concrete were investigated
摘要通过直接拉伸试验研究了不同自应力等级下的钢纤维自应力混凝土的受拉应力应变全曲线特征。 |
| 6. | - a new load equipment is invented in the model test ; 2 . the model test results indicate : slsfrcp has a better ability to control crack ; slsfsrcp has a better ability to avoid crack
模型试验表明，钢衬钢筋钢纤维混凝上压力管道限裂能力明显增强：钢衬钢筋钢纤维自应力混凝土压力管道则有优良的抗裂能力。 |
| 7. | The long - term property of steel fiber self - stressing concrete is studied . the results indicate that this material has a good long - term stability . the expansive deformation of 5 years is equal to 90 days , which eliminat
研究表明，钢纤维自应力混凝土的长期性能是可以保证的，其五年龄期时的变形与三个月龄期变形相当。 |
| 8. | The whole tension strength of steel fiber reinforced self - stressing concrete is a combination of tension strength of matrix and the self - stress value ; the strain of knee point is defined to 500 10 ^ ( - 6 ) , and a formula for stress of knee point is suggested
钢纤维自应力混凝土抗拉强度为混凝土基体的抗拉强度与自应力值之和；曲线下降段拐点的应变定义为500 10 ^ ( - 6 ) ，并提出拐点应力计算公式。 |
| 9. | These can make up the shortcoming of slrcp ; 2 3 . to study the steel stress development of penstock , ring - form slsfsrcp and horse - shoe slsfsrcp during curing period are monitored . the pre - tension stress due to expansion of self - stressing concrete can be used in design ; 4
对圆形和马蹄形管道进行了28天养护期内力监测，研究了钢衬钢筋钢纤维自应力混凝土压力管道的自应力成长过程，明确了钢筋的预拉应力数值，为此类改性管道设计直接提供依据； 4 |
| 10. | So , changing the material property of slrcp to decrease the crack width or to avoid the crack to happen is a good method . this method can keep the advantage of slrcp , and at the same time avoid its disadvantage . so , two new slrcp . is presented : steel lined steel fiber reinforced concrete penstock ( slsfrcp ) , steel lined steel fiber self - stress reinforced concrete penstock ( slsfsrcp )
基于此思路，提出了两种改性钢衬钢筋混凝土压力管道：即钢衬钢筋钢纤维混凝土压力管道、钢材钢筋钢纤维自应力混凝土压力管道，并进行了以下开创性的研究： l以三峡电站压力管道为原型，按相似比1 ： 10制作完成了常规钢衬钢筋混凝土压力管道、改性钢材钢筋混凝土压力管道模型。 |
