受轴向基础激励悬臂梁非线性动力学建模及周期振动

针对轴向基础激励的悬臂梁 ,基于Kane方程建立了含几何非线性及惯性非线性相互耦合项的动力学方程 .采用多尺度法研究了梁的主参激共振响应 .研究结果表明 ,梁的非线性惯性项具有软特性效应 ,对系统二阶及以上模态产生显著影响 ;而梁的非线性几何项具有硬特性效应 ,主宰了系统的一阶模态响应 .将文中结果与同类研究进行比较 ,取得了很好的一致性 ,从一个侧面验证了建模方法的正确性 .

轴向基础窄带随机激励悬臂梁的稳定性

基于Kane方程,建立了含耦合三次几何及惯性非线性项轴向基础激励悬臂梁动力学方程.采用多尺度法,对所得方程进行一次近似展开,着重计算了窄带随机主参激共振时系统平凡响应的最大Lyapunov指数及随机稳定性问题,并通过直接数值积分验证了所得稳定区域的有效性.

一种多轴向耦合随机激励下缺口试件振动疲劳寿命预测方法

提出了一种多轴向耦合随机激励下缺口结构振动疲劳寿命预测的频域分析方法。实施了缺口试件的双轴向随机振动疲劳试验,研究了两个振动轴向上载荷谱之间的相干性和相位差对缺口试件疲劳损伤的影响规律;通过随机振动分析计算得到试件缺口根部各节点的应力功率谱密度矩阵,并假设缺口试件裂纹萌生点为历经von Mises应力最大均方根值的节点;缺口试件疲劳临界点可由疲劳裂纹初始点和修正临界距离理论确定;在疲劳临界点处通过Carpinteri-Spagnoli频域准则计算缺口试件的振动疲劳寿命,并与试验结果进行了对比。结果表明:该多轴缺口疲劳预测方法具有较高的预测精度,绝大部分预测结果都在3倍误差带内。

3D finite elements analysis of vertically loaded composite piled raft

In recent years,a new type of foundation named composite piled raft foundation (also called long short composite piled raft) has been developed.Where designing shallow foundations would mean unacceptable settlement,or other environmental risks exist which could impair the structure in the future,composite piled raft foundations could be used.Finite element method was applied to study the behavior of this type of foundation subjected to vertical loading.In order to determine an optimal pile arrangement pattern which yields the minimum settlement,various pile arrangements under different vertical stress levels were investigated.Results show that with increasing the vertical stress on the raft,the effectiveness of the arrangements of short and long piles become more visible.In addition,a new factor named "composite piled raft efficiency" (CPRE) has been defined which determines the efficiency of long short piles arrangement in a composite piled raft foundation.This factor will increase when short piles take more axial stresses and long piles take less axial stresses.In addition,it is found that the changes in settlements for different long short piles arrangement are in a well agreement with changes in values of CPRE ratio.Thus,CPRE ratio can be used as a factor to determine the efficiency of piles arrangements in composite piled raft foundation from the view point of reducing raft settlements.

Complete load transfer behavior of base-grouted bored piles

A field study on the behavior of three destructive piles in soft soils subjected to axial load was presented.All the three piles with different diameters were base-grouted and installed with strain gauges along the piles.The complete load transfer behavior of the base-grouted pile was analyzed using measured results.Moreover,the thresholds of the relative pile-soil displacement for fully mobilizing skin frictions in different soils were investigated,and pile tip displacements needed to fully mobilize tip resistances were analyzed.The results of the full-scale loading tests show that the skin frictions are close to the ultimate values when the pile-soil relative displacements are 1%-3% of pile diameter,and the pile tip displacements needed to fully mobilize the tip resistances are about 1.3%-2.0% of pile diameter.The load transmission curve of the soils around the pile tip corresponds to a softening model when the pile is loaded to failure.

Dynamic unbalance detection of cardan shaft in high-speed train based on EMD-SVD-NHT

Contrary to the aliasing defect between the adjacent intrinsic model functions(IMFs) existing in empirical model decomposition(EMD), a new method of detecting dynamic unbalance with cardan shaft in high-speed train was proposed by applying the combination between EMD, Hankel matrix, singular value decomposition(SVD) and normalized Hilbert transform(NHT). The vibration signals of gimbal installed base were decomposed through EMD to get different IMFs. The Hankel matrix constructed through the single IMF was orthogonally executed through SVD. The critical singular values were selected to reconstruct vibration signs on the basis of the key stack of singular values. Instantaneous frequencys(IFs) of reconstructed vibration signs were applied to detect dynamic unbalance with shaft and eliminated clutter spectrum caused by the aliasing defect between the adjacent IMFs, which highlighted the failure characteristics. The method was verified by test data in the unbalance condition of dynamic cardan shaft. The results show that the method effectively detects the fault vibration characteristics caused by cardan shaft dynamic unbalance and extracts the nature vibration features. With comparison to the traditional EMD-NHT, clarity and failure characterization force are significantly improved.

A new calculation method for axial load capacity of separated concrete-filled steel tubes based on limit equilibrium theory

A new calculation method for axial load capacity of separated concrete-filled steel tubes based on limit equilibrium theory was proposed,which took into account the decrease of confinement effect by steel tube and the non-uniform distribution of ultimate stress in cored concrete.The accuracy of the analytical result is validated through running the numerical result by finite element method (FEM) and experimental data as well.The influences of the key parameters on the load capacity of the concrete-filled steel tube (CFST) was studied,including the separation ratio,concrete compressive strength,and steel strength.The results indicate that the load capacity of the tube increases with concrete strength and steel strength under the separation ratio less than 4%,while decreases with a higher separation ratio improved.