1) rock mass of equivalent continuum
等效连续岩体
1.
The action forces applied on rock mass of equivalent continuum by seepage include two parts, i.
渗流对等效连续岩体的作用力包括渗透静水压力和渗透动水压力 (渗流体积力 )两部分。
2.
By the linkage between the seepage coefficient,porosity and stress,the hybrid analysis model for coupled seepage and stress field in rock mass of equivalent continuum is established.
以渗透系数、孔隙率和应力的关系作为桥梁,当渗流场为非稳定渗流时,建立等效连续岩体渗流的耦合模型。
2) equivalent continuous system
等效连续体
1.
The flexural deformation and forces can be calculated by the equivalent continuous system method, in which the main influencing parameters of shear lag are discus sed.
用等效连续体法对弯曲变形及内力进行分析,分析了影响框筒结构剪力滞的主要因素。
3) equivalent continuum method
等效连续体法
1.
Dividing the storey deformation into shear deformation and flexural deformation,by amendatory contra-flexure point method of wall-frame and the equivalent continuum method,a simplified method is carried out to analyze the famed-tube structure subjected to the lateral loads.
将楼层整体变形分为剪切变形和弯曲变形,用壁式框架D值法和等效连续体法,对在侧向荷载作用下框筒结构进行简化分析。
4) level 3 equivalent continuum
三级等效连续介质体系
1.
The level 1 is real fracture network, the level 2 random fracture network, the level 3 equivalent continuum and the level 4 continuum.
将岩体中的各种裂隙和孔隙按规模和渗透性分为四级处理 ,即一级真实裂隙网络、二级随机裂隙网络、三级等效连续介质体系、四级连续介质体系。
5) equivalent continuous
等效连续化
1.
Based on the shield tunnel equivalent continuous model and elastic foundation beam theory, this paper primarily studies shield tunnel longitudinal structure deformation behavior and the state of stress, it provides some references for the longitudinal design.
文章主要以盾构隧道等效连续化模型和弹性地基梁理论为基础,初步研究了盾构隧道纵向结构变形性态、受力状态,为纵向设计提供参考依据。
6) discontinuous rock mass
非连续岩体
1.
By using 3D ANSYS software, the transverse action mechanism of rock bolts in discontinuous rock mass was analyzed.
用对比方法分析了加锚非连续岩体与锚杆的错动变形和受力规律 ,模拟了加锚非连续岩体变形过程 ,获得了非连续岩体与锚杆的相互作用规律以及非连续岩体和锚杆的变形规律 。
2.
In order to study the transverse effect of bolt,the 3D physical model of transverse shearing resistance effect of bolt in discontinuous rock mass was obtained,and the"Railway rail effect" of bolt under shear loads was studied.
为了研究锚杆的横向效应并揭示其支护机理,建立了非连续岩体中锚杆横向抗剪效应的三维研究模型,进行相应的物理模型试验,研究了非连续岩体中锚杆的导轨作用效应。
补充资料：非连续长纤维增强体
分子式：
CAS号：
性质： 一种短纤维增强材料。这种增强体与纤维短切毡不同，其纤维的排布均沿同一方向成束状。当每根短纤维都保证大于其临界长度时，从总体上讲其增强效果与连续纤维相近。如体积分数为58％的AS-4连续纤维增强PEEK在常温下的拉抻强度为1677MPa，不连续长纤维的常温拉伸强度为1615MPa。这种增强体适于制作形状较为复杂的复合材料构件，不致在弯角处发生屈曲。
CAS号：
性质： 一种短纤维增强材料。这种增强体与纤维短切毡不同，其纤维的排布均沿同一方向成束状。当每根短纤维都保证大于其临界长度时，从总体上讲其增强效果与连续纤维相近。如体积分数为58％的AS-4连续纤维增强PEEK在常温下的拉抻强度为1677MPa，不连续长纤维的常温拉伸强度为1615MPa。这种增强体适于制作形状较为复杂的复合材料构件，不致在弯角处发生屈曲。
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