• Prevent fender system from shear deflection.

    防止护舷系统剪切变形

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  • Shear connection nonlinearity always results in a significant increase in deflection of steel-concrete composite beams.

    剪力连接非线性将导致钢与混凝土组合梁挠度显著增加

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  • This paper puts forth the calculating formula of the deflection caused by shear distortion, which has a reference value to the design of the main shaft of the machine tool.

    本文给出考虑剪切变形引起挠度计算公式现代机床的主轴设计具有一定的指导意义。

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  • The structural properties of concrete bridge externally prestressed with CFCC, and the analysis methods of deflection, ductility, bending and shear design of the bridge are discussed.

    探讨了碳绞线体外预应力混凝土桥梁结构特点构造措施,以及该类桥梁挠度延性及抗弯抗剪计算分析方法

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  • The deformation of frame-tube structure under the lateral load is constituted by both shear and bend deflections. The effect of shear lag must be considered for the bend deflection.

    结构水平荷载作用下变形剪切变形弯曲变形部分组成,弯曲变形必须考虑正、负剪力影响

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  • The deflection value can increase 44.7% when considering shear deformation. So shear deformation can not be ignored in the actual design.

    考虑剪切变形增大44.7%挠度因此实际中不可忽略。

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  • Finally, shear correction factor for each element was estimated, and the deflection corrector was calculated by incorporating shear correction factor.

    最后单元计算引入剪切修正系数,再经过有限元分析计算出层合圆柱壳的挠度修正值。

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  • The study shows that laneway floor heave has various types such as extrusion, deflection, inflation and shear dilation, with the shear dilation being the most commonly seen.

    研究表明巷道挤压挠曲膨胀形式,剪底臌常见的一形式。

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  • Avoid the use of such as ball mill, sand grinding agents and high shear device to scattered aluminum slurry, in order to avoid deflection or broken aluminum.

    避免使用诸如球磨机剪切装置分散以免铝片挠曲破裂

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  • Series solutions were derived for the in-plane strain, deflection and bending strain that satisfy the simplified boundary conditions to calculate the shear lag coefficient.

    根据简化边界条件,得到面内应变弯曲应变的级数,进而求得剪力滞后系数

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  • Shear connection degree has an effect on the flexural capacity and deflection of composite beams.

    部分剪力连接对组合梁受弯极限承载力变形影响

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  • The results show deflection and increase in bottom stress level is not very obvious, but the increase of shear stress are more significant with the increase of longitudinal.

    计算结果表明:当纵坡增大时,弯沉应力增幅并不十分明显剪应力的增幅比较显著

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  • The test result shows that deflection of CFST truss girder is mainly attributed to deformation of shear-bending parts and much smaller than that of solid web girder.

    试验结果表明:钢管混凝土变形腹梁很多主要集中边段;

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  • The test result shows that deflection of CFST truss girder is mainly attributed to deformation of shear-bending parts and much smaller than that of solid web girder.

    试验结果表明:钢管混凝土变形腹梁很多主要集中边段;

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