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Third, by the analogy of multi-point supported continuous beam, the equation for live load deflection was deduced.

不必在吊杆处断开;推导了基于虚拟梁法的新形式相容方程,以建立主缆任意2个连续状态之间的联系;利用多点支承连续梁的求解方法,给出了加劲梁的活载挠度方程。

At the same time, we gained the interaction curve between load and deflection, and the interaction curve between load and strain of the samples.

试验过程中记录了试件跨中挠度和板底受拉钢丝应变随荷载的变化趋势。

The minimum deflection rate, applied load and fracture time in logarithmic coordinates, two of them have a linear relationship at random on the base the results of FEM.

2进一步分析模拟计算的结果表明:对数形式的最小挠度率、载荷、断裂时间两两之间存在着线性关系,这种关系与单轴蠕变试验中的关系相似。

The nanomechanical deflection of gene chip in Wu's experiments was predicted by minimum principle of energy.

其次,利用能量最小原理预测了Wu实验中基因芯片的纳米挠度响应。

From the minimum potential energy principle, the shape discrimination is transformed into the solution of minimum characteristic value.

将轧后板带离散为若干纵向条元,用三次样条插值函数和正弦函数构造挠度模式,根据最小势能原理,将板形判别——失稳判别——归结为最小特征值的求解。

With the mixing ratio getting smaller, the deflection was increased, which showed toughness getting better.

随着牙托粉与牙托水的比例越来越小,其挠度值逐渐增大,说明韧性越来越好。

Contrasts static analysis and modal analysis result, the value is accordant. Modal analysis replaced static analysis to evaluate the ultimate bearing capacity of structure of the bridge is feasible.

再对模型梁分别进行非线性静力分析和动力模态分析,得到各模型梁的荷载—挠度关系曲线以及荷载—频率关系曲线,分别通过静力和动力计算数据推定各模型梁的极限承载力,并对比由静力计算结果和动力计算结果推定的极限承载力,两者是一致的。

The research firstiy carry out the experiment of each common panel-furniture part joining test sample tensile strength, and has obtained some result and mathematical model formulas; Next has carried on the experimental determination to the load application and displacement, and using the linear return and materials mechanics calculated each kind of connecter joining intensity value and the simulate modulus of rigidity *, then has carried on the comparison and the analysis separately from these two aspects to them.

本文先是对各种常见的板式家具部件结合试件的最大抗拉拉力进行了实验,并得出了对比结果和一些数学模型公式;其次对挠度与载荷值进行了实验测定,然后利用线形回归和材料力学等知识计算出了各种连接件的结合强度值和模拟抗弯刚度值*,并从这两方面分别对它们进行了比较和分析。

The paper carries out mechanical analysis of the weight distributing of goods in loading container based on analysis of packing and tansporting environment, and draws the formula of the ratio of the weight of loading goods and the maximum loading weight W/W0, and the length distributing ratio of loading goods α=l/L under the condition that the bending quadrature produced by part load is within the range of the maximum bending quadrature. It also gives the graph that the sum deflection of mudsill and underside girder can reach high-point value with the length of bottom distributing varying, when the loading amounts of container of 20ft and 40ft are given. Furthermore, it provides the relation graph of an eccentric rate of loading goods and the allowed loading amount. For on-site safety loading work, it has certain guidance and reference value.

在分析包装件运输环境的基础上,对装载集装箱的货物重量分布进行了力学分析,得出局部负荷产生的弯矩如在最大容许弯矩范围以内时,装载货物重量与最大载货重量之比W/W0,同装载货物的长度分布率α=l/L的关系式;绘出了20 ft和40 ft集装箱在装货量一定时,随着货物底分布长度的变化,底梁和下侧梁之合计挠度达到极限值的曲线图;绘出了装载货物的偏心率与容许装货重量的关系图;对现场安全装载作业有一定的指导作用和参考价值。

An additional nodal point was set after the formation of a plastic hinge was detected within the element.

若预测构件内会形成塑性铰的位置则要增设一个节点,将一个构件分割为两个单元,以获得最合理的荷载一挠度曲线。

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