说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 词典 -> 变形积累性
1)  deformation accumulation
变形积累性
2)  cumulative plastic strain
塑性累积变形
1.
It was shown that the cumulative plastic strain depended not only on the applied cyclic stress and number of cycles,but also on the initial static deviatoric stress level.
在上海地区典型饱和软粘土不排水循环三轴试验的基础上,分析了影响软粘土塑性累积变形的主要因素:循环荷载的作用次数,初始静偏应力和循环加载动偏应力。
3)  cumulative plastic deformation
累积塑性变形
4)  accumulative deformation
累积变形
1.
Research on accumulative deformation behavior of soft clay under cyclic loads;
循环荷载作用下软粘土的累积变形特性的研究
2.
Compared with other kinds of sensors,module matching FBG has a better test effect,and this kind of FBG is able to reflect the accumulative deformation of asphalt mixture to some extent.
结果表明,采用应变修正后的光纤光栅应变传感器进行路面结构内部应变实测是可行的;模量匹配光纤光栅应变传感器与其它类型传感器相比具有较好的测试效果,同时该类型传感器在一定程度上能够反映出沥青混合料的累积变形。
5)  accumulated deformation
累积变形
1.
An advanced model of ballast accumulated deformation and the effect of load order on accumulated deformation;
道床累积变形模型的改进及荷载作用顺序对累积变形的影响
2.
Based on laboratory test, test device is developed to test accumulated deformation of the functional layer mixture.
依托室内试验,自行开发试验装置测试功能层混合料累积变形,优选常用混合料AC-16、AC-13、AC-10进行试验,分析混合料累积变形影响因素以及增长规律,对试验前后试件进行体积变形分析,得出层间功能层产生累积变形更重要的原因是剪切推挤,而不是压密的结论。
6)  cumulative deformation
累积变形
1.
Equivalent viscoplastic model for cumulative deformation of sandy silt under long-term cyclic loading
循环荷载作用下粉细砂累积变形的等效黏塑性本构模型
2.
Test result shows that(1)the increment rate of plastic strain is lager with the higher dynamic stress level,the smaller density and the lower confining pressure;(2) the increment ratio of plastic strain reduces gradually with the increment of load cycles;(3)the relationship between cumulative deformation and load cycles accords with power law.
同时,粉砂土累积变形符合幂函数变化规律,在已有经验公式的基础上进行了改进,提出了粉砂土路基不均匀变形的预测公式及相应计算方法,可较好的反映上述4种因素的影响。
3.
Test result shows that the cumulative deformation of compacted silt is closely related with its dynamic stress and water content.
试验结果表明:循环荷载下压实粉土的累积变形与动应力、含水率的高低均有关,动应力越大,累积变形随含水率增加而增长较快;压实粉土的回弹模量随动应力增加而缓慢降低,随含水率增加线性减小;压实粉土的临界动应力随含水率增加线性降低。
补充资料:大坝内部变形观测(见水工建筑物变形观测)


大坝内部变形观测(见水工建筑物变形观测)


  daba neibubianxing guanCe大坝内部变形观测见水工建筑物变形观测。
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条