环向应力,Circumferential Stress英语短句,例句大全

环向应力,Circumferential Stress
1)Circumferential Stress环向应力
1.And the circumferential stresses of the diversion waterway s 8 cross-sections which are along the water flow,the normal stresses around the gate slot,the circumferential stresses aroun.研究了施工期及运行期4种工况下坝体的应力变形情况,重点了解了引水道沿水流方向8个剖面的环向应力、闸门槽周边正应力及坝内3个廊道周边环向应力,并对计算结果进行了分析评价。

英文短句/例句

1.Study on Hoop Stress System of the Tower Wall at the Anchorage Zone of Cable-stayed Bridge Cable Bent Tower;斜拉桥索塔锚固区塔壁环向应力体系研究
2.Study of Factors Influencing Maximum Hoop Stress in Cylinder of Horizontal Vessel with Double Saddles对影响双支座卧式容器筒体上最大环向应力因素的研究
3.endurance limit on base对称的应力换向循环下的疲劳极限
4.The Application and Experiment of Circular Prestressing System for Pylon;环向预应力体系在索塔中的应用及其试验研究
5.Study on Cable Prestress for Large-scale Reticulated Shell Structure张弦双层网壳结构环向拉索预应力研究
6.Optimization design of prestressing tendon without bond in U-shape aqueduct bridgeU型渡槽环向无粘结预应力钢绞线束优化设置
7.Similar cyclic stresses may have occurred due to wind-induced swaying motion during storage.同样在存放时由风力引起的横向摆动也可以产生类似的循环应力。
8.Study on and Implementation of Materia-Lized-Corporate-Culture-Led HRM Model under Informationization Environment;信息化环境下物化企业文化导向的人力资源管理模式研究及应用
9.Study on Tensioning Test of Circular Prestressed Strand in Plane Pylon Anchorage Area of Cable-stayed Bridge斜拉桥索塔锚固区环向预应力束的张拉试验研究
10.FE-Meshfree Coupled Method for Calculating Stress Intensity Factor of Circumferential Through-Wall Crack on Pipes直管环向贯穿裂纹应力强度因子的有限元无网格耦合计算方法
11.Discussion on Non-uniformity of U-Looped Prestressing Tendons Elongation at Tower Anchorage Zone索塔锚固区“U”形环向预应力伸长量不均匀性探讨
12.Study on Residual Stresses Induced by Moisture Absorption in Unidirectional Carbon Fiber/Epoxy Resin Composites碳纤维/环氧树脂单向复合材料的吸湿残余应力研究
13.Axial and radial profiles of hydrodynamic parameters of external-loop airlift reactor气升式外环流反应器流体力学参数的轴径向分布
14.Reasonable Selection of the Values of the Circular Prestressing Loss and the Alternate Angle for Egg-shaped Digester卵形消化池环向预应力损失及交错角的合理取值
15.Construction Technology of Hoop Prestressed Cables for Main Tower of Guangzhou Pearl River New Town West-tower广州珠江新城西塔主塔楼环向预应力拉索施工技术
16.uniaxial stress and temperature cycling test单轴应力-温度循环试验
17.Eular crippling stress（纵向弯曲）欧拉临界应力
18.The circumferential normal stress is tensile.周向正应力是张性的。

相关短句/例句

hoop stress环向应力
1.Through analysis about the polyethylene pipes in hydrostatic strength testing,the formula of axial,radial and hoop stress were inferred.通过对聚乙烯管材静液压的受力分析,推导出了管材的轴向、径向、环向应力和边界计算公式。
2.A calculation formula of limit to growth length when grout body cracked is deduced from the hoop stress of wholly bonded prestressed cable grout body,which is concurred between the hoop tension stress is created by pretension and the uniformly corrosion expansion force by cable body.将全长粘结式预应力锚索注浆体受到的环向应力,考虑为预应力引起的注浆体环向拉应力和锚索体对注浆体的锈胀力共同作用,推导出锚索体均匀锈蚀导致注浆体开裂时的极限增长量计算公式。
3)annular stress环向应力
1.Adopting the general finite element computation software to analyze symmetry Y-type reinforced concrete bifurcation pipe in Hydropower Station, this paper has calculated annular stress and distortion distribution of reinforced concrete bifurcation pipe, and analyzed the influence that indide hydraulic pressure has on bifurcation pipe wall rock.采用通用的有限元计算软件分析了水电站对称Y形钢筋混凝土岔管结构,计算出了钢筋混凝土岔管结构环向应力及变形的分布情况,并分析了内水压力对岔管围岩的影响。
4)tangential stress环向应力
5)ring pre-stress环向预应力
1.Study on the strengthening of NiTi SMA ring pre-stress concrete structure;NiTi形状记忆合金环向预应力混凝土结构强化现象的研究
2.Study of techniques for ring pre-stress of super-long tubes;超长筒体环向预应力的建立与分布
3.The distribution of ring pre-stress, anchoring steel beam and pre-stress, vertical pre-stress of the anchoring zone of the main tower in Songhuajiang cable stayed bridge are introduced and the corresponding construction technologies are clarified in the paper.介绍哈尔滨绕城公路松花江斜拉桥主塔锚固区环向预应力、锚固钢横梁及预应力、竖向预应力的布置情况及有关的预应力施工工艺。
6)circumferential compression stress环向压应力
1.Scene measurement of strengthening process shows the maximum of circumferential compression stress produced by chimney wall s concrete can reach the value of 1.在钢筋混凝土烟囱裂缝加固工程中采用了无粘结钢绞线预应力环箍,对加固过程进行了现场测试,经预应力环箍加固后的烟囱筒壁中建立的环向压应力在环箍处最大,其值约-1。