• Tunnel cross section deformation ellipse reflects the deformation of tunnel segment under external load.

    隧道横断面变形椭圆反映隧道承受外部载荷变形情况。

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  • Stress distribution at cross section of transverse uniformly distributed load and non-uniformly distributed load applied to concrete cylinder by finite element method is analyzed.

    采用有限元方法计算分析了混凝土圆柱体在受横向均匀线荷载非均匀线荷载时其截面上的应力状况。

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  • For elements with tapered ends, the equivalent node load equations can be derived based on those of same cross-section elements and tapered elements according to sub-structure method.

    型变截面单元推导了等截面单元等效结点荷载公式,介绍了利用子结构分析法得到双锥型单元等效结点荷载的过程。

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  • Under shock load conditions the peak load can exceed the ultimate bending strength of the core material and fracture occurs, usually at the most highly stressed cross section area.

    冲击负荷最大负荷超过轧辊材料承受最大抗弯曲负荷,发生截面断裂。断裂一般产生于负荷应力为最大的截面。

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  • Compared with the cross-section shape of circle, square, polygon, elliptical section can be more effective in reduction of the load that the fluid ACTS on it.

    椭圆形截面可以圆形方形多边形截面有效折减流体对椭圆形钢管混凝土所作用荷载

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  • From 0 load till about 0.8 times the ultimate load bearing capacity, the steel tube longitudinal strain distribution along the depth of cross-section obeys the plain section assumption.

    加载之初直到大约0.8极限承载力试件纵向应变沿截面高度分布基本符合截面假定。

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  • From 0 load till about 0.8 times the ultimate load bearing capacity, the steel tube longitudinal strain distribution along the depth of cross-section obeys the plain section assumption.

    加载之初直到大约0.8极限承载力试件纵向应变沿截面高度分布基本符合截面假定。

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