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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。
2)  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。
补充资料:周向应力
分子式:
CAS号:

性质:圆筒状构件受内压或外压时沿圆周方向的应力。通常如化工设备中的有压力反应釜,压力管道的周壁等就是这种受力状态,这时的周向应力为拉应力。也有些特殊场合其内压是负压,周向出现压缩应力状态。从造成破坏的角度讲,人们显然关心的是周向拉伸应力状态。

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