• The following parameters, dent-depth, initial crook, slenderness ratio and diameter-thickness ratio, are considered and their influence on ultimate bearing capacity is analyzed.

    分析凹陷深度、弯曲、长截面径厚比等参数杆件极限承载力的影响,讨论了上述参数对荷载-向缩短关系的单独影响和综合影响。

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  • As shown by experimental results, the capacity of modified sericite with higher diameter thickness ratio in strengthening nylon 6 is improved significantly.

    实验结果表明,改性云母增强尼龙6力学性能有显著的提高

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  • Calculation for short columns using Grade Q235 steel tube filled with Grade C30 concrete indicates that the critical diameter to thickness ratio of steel tubes is about 1700.

    Q235钢材C30混凝土构件的计算结果表明,钢管的最小临界为1700左右

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  • It is found that the critical local buckling stress and diameter to thickness ratio of circular steel tube are considerably increased by the support of filled concrete.

    由于内部混凝土存在大大提高薄壁钢管临界屈曲应力

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  • The fiber length, diameter, cell wall thickness and ratio of length to width are 891.

    纤维长度直径双壁厚、长径比均随着树龄的增加而增加,其平均值分别为891。

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  • It shows that with the increasing of curvature radius, liner thickness, the length-to-diameter ratio of the charge, and decreasing of shell thickness, the velocity of EFP increase.

    结果表明:随着曲率半径、装药长径壳体厚度增大以及药型罩壁厚减少,EFP的速度增大。

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  • Left ventricular end diastolic diameter (LVDD), EF, and the ratio of LVDD and left ventricular posterior wall thickness were increased ( P <0 01).

    舒张射血分数,以及左室舒张末内径与左室厚度之比较治疗前有显著改善(P <0 0 1)。

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  • An axially compressive thin-walled steel element on elastic foundation is adopted to deduce the critical stress and critical diameter to thickness ratio for circular steel tube in local buckling.

    基础上,把薄壁钢管纵向单元作为支承在弹性地基上的杆,推导出钢管出现局部屈曲临界应力临界

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  • The thickness-diameter ratio of culm, stem diameter, culm wall thickness and pith diameter were significantly correlated with stem strength.

    结果表明小麦茎秆强度与呈极显著正相关髓腔直径呈极显著负相关。

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  • The thickness-diameter ratio of culm, stem diameter, culm wall thickness and pith diameter were significantly correlated with stem strength.

    结果表明小麦茎秆强度与呈极显著正相关髓腔直径呈极显著负相关。

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