Finite Element Model Updating of Complicated Beam-Type Structures Based on Reduced Super Beam Model

A finite element model updating technique for complicated beam-type structures is presented in this study.Firstly, a complicated beam-type structure is reduced to a reduced super beam model with a much smaller degree of freedom by using the reduced super beam method, which is based on the classic plane cross-section assumption and displacement interpolation function of beam theory.Then based on the reduced super beam, the analysis of eigensolutions and eigensensitivities from the reduced eigenequation are processed for model updating, which will greatly reduce the computational effort when compared to the traditional model updating methods performed on the global model.Optimization techniques are adopted for updating the difference of modal dynamic properties, resulting in optimal values of the structural parameters.Finally, a complicated stiffened cylindrical shell model and a practical missile structure, served as the illustrative examples, are employed for model updating application, which demonstrate that the reduced super beam-based method is both effective and highly efficient.

Kurtosis parameters of super Lorentz-Gauss beams through a paraxial and real ABCD optical system

Based on the propagation equation of higher-order intensity moments, analytical propagation expressions for the kurtosis parameters of a super Lorentz-Gauss （SLG） SLG01 beam through a paraxial and real ABCD optical system are derived. By replacing the parameters in the expressions of the kurtosis parameters of the SLC01 beam, the kurtosis parameters of the SLG10 and SLGll beams through a paraxial and real ABCD optical system can be easily obtained. The kurtosis parameters of an SLG01 beam through a paraxial and real ABCD optical system depend on two ratios. One is the ratio of the transfer matrix element B to the product of the transfer matrix element A and the diffraction-free range of the super-Lorentzian part. The other is the ratio of the width parameter of the super-Lorentzian part to the waist of the Gaussian part. As a numerical example, the properties of the kurtosis parameters of an SLG01 beam propagating in free space are illustrated. The influences of different parameters on the kurtosis parameters of an SLG01 beam are analysed in detail.

The Wigner distribution function of a super Lorentz–Gauss SLG_(11) beam through a paraxial ABCD optical system

An orthonormal beam family of super Lorentz-Gauss （SLG） beam model is proposed to describe the higher-order mode beams with high divergence, which are generated by a high power diode laser. Here we consider the simplest case of the SLG beams, where there are four mutually orthogonal SLG beams, namely SLG00, SLG01, SLG10, and SLGll beams. The SLG00 beam is just the Lorentz-Gauss beam. Based on the Collins integral formula and the Hermite-Gaussian expansion of a Lorentz function, an analytical expression for the Wigner distribution function （WDF） of an SLG11 beam through a paraxial ABCD optical system is derived. The properties of the WDF of an SLG11 beam propagating in free space are demonstrated. The normalized WDFs of an SLG11 beam at the different spatial points are depicted in several observation planes. The influence of the beam parameter on the WDF of an SLGI 1 beam in free space is analyzed at different propagation distances. The second-order moments of the WDF of an SLG11 beam in free space are also examined. This research reveals the propagation properties of an SLGll beam from another perspective. The WDFs of SLG01 and SLG10 beams can be easily obtained by using the WDFs of Lorentz-Gauss beam and the SLG11 beam.

COMPUTATION OF SUPER-CONVERGENT NODAL STRESSES OF TIMOSHENKO BEAM ELEMENTS BY EEP METHOD

The newly proposed element energy projection(EEP) method has been applied to the computation of super_convergent nodal stresses of Timoshenko beam elements.General formulas based on element projection theorem were derived and illustrative numerical examples using two typical elements were given.Both the analysis and examples show that EEP method also works very well for the problems with vector function solutions.The EEP method gives super_convergent nodal stresses,which are well comparable to the nodal displacements in terms of both convergence rate and error magnitude.And in addition,it can overcome the “shear locking” difficulty for stresses even when the displacements are badly affected.This research paves the way for application of the EEP method to general one_dimensional systems of ordinary differential equations.

Nonparaxial propagation of a super-Lorentz-Gauss SLGmode beam

Based on the vectorial Rayleigh-Sommerfeld integral formulae, this paper derives the analytical nonparaxial propagation equation of a super-Lorentz-Gauss （SLG） SLGo1 mode beam in free space. The far field expression and the scalar paraxial result are treated with special cases of the general formulae. According to the obtained analytical representation, the nonparaxial propagation properties of the SLG01 mode beam are illustrated and analysed with numerical examples. This research provides an approach to investigate the propagation of the SLG01 mode beam within the framework of the nonparaxial regime.

Creation of Super Long Transversely Polarized Optical Needle Using Azimuthally Polarized Multi Gaussian Beam

The intensity distribution in the focal region of a high-NA lens for the incident azimuthally polarized multi Gaussian beam transmitted through a multi belt spiral phase hologram is studied on the basis of the vector diffraction theory. Here we report a new method used to generate a needle of transversely polarized light beam with sub diffraction beam size of 0.366A that propagates without divergence over a long distance of about 22A in free space. We also expect that such a light needle of transversely polarized beam may find its applications in utilizing optical materials or instruments responsive to the transversal field only.

孟加拉帕德玛大桥引桥SUPER-T梁施工技术

孟加拉帕德玛大桥公路引桥为标准跨径38 m先张法预制预应力混凝土简支梁桥,上部结构采用SUPER-T梁,梁高1.8 m,顶宽1.2~2.5 m,腹板厚120 mm,翼缘板厚75 mm,重约80 t。梁上共布置54束预应力筋,其中52束位于梁底部,其余2束位于翼缘板和腹板交界区,并布置单层双向钢筋网片。预制梁场布置框架式台座,单个台座设5条台槽,每条台槽可同时预制3片梁,共15个预制台位。通过高强张拉杆及活动钢横梁对预应力筋进行整体张拉、放张。预制梁采用跨墩门式起重机架设,在大车位置设置转盘,以适应S形平曲线。

STED microscopy based on axially symmetric polarized vortex beams

A stimulated emission depletion （STED） microscopy scheme using axially symmetric polarized vortex beams is pro- posed based on unique focusing properties of such kinds of beams. The concept of axially symmetric polarized vortex beams is first introduced, and the basic principle about the scheme is described. Simulation results for several typical beams are then shown, including radially polarized vortex beams, azimuthally polarized vortex beams, and high-order axi- ally symmetric polarized vortex beams. The results indicate that sharper doughnut spots and thus higher resolutions can be achieved, showing more flexibility than previous schemes based on flexible modulation of both phase and polarization for incident beams.

Light weight analysis of a skeleton vehicle frame using BS960 super-high-strength steel

Static strength finite element analysis was conducted to decrease the weight of a skeleton vehicle＇s frame. Results indicated that the maximum stress occurs on the front beam ＇s variable section area. Dynamic sensitivity analysis elucidated the relationship between the maximum stress and the thickness of a particular beam,e. g.,top,middle,and bottom beam. Displacement was analyzed by the key part that influenced the maximum stress. Finally,the new plan using BS960 super-high-strength beam steel and the preferred beam thickness was compared with the original plan. New combinations of beam thickness were introduced on the basis of different purposes; the maximum responding light w eight ratio was 21%.

Measurement and numerical analysis of influence of key stratum breakage on mine pressure in top-coal caving face with super great mining height

To analyze the influence of movement in shallow-buried working faces with large mining heights on mine pressure manifestation, the key stratum at a working face was categorised using the 1313 top-coal caving face with super great mining height under cover as a case study. The research combined theoretical analysis, field measurement, and numerical simulation to analyze the influencing mechanism of key stratum. Moreover, the research results were verified by numerical simulation and indicate that the sub-key stratum is prone to be broken to form a "cantilever beam" structure rather than a stable hinged structure during the excavation of working faces with super great mining heights. When the "cantilever beam" structure is unstable, a low pressure will occur on the working face, and the overlying strata will subside simultaneously with the sub-key stratum to induce the breakage of the primary key stratum: the breakage will further trigger the periodic breakage of sub-key stratum, causing a greater load on the working face. Finally, steps, and strength of weighting in the working face vary to be great or small alternatively. This is the main reason explaining why the 1313 working face shows strong mine pressure manifestation. The results provide theoretical and practical experience for forecasting and controlling mine pressure manifestation.

某超高层建筑混凝土梁开裂原因分析与处理

现浇钢筋混凝土结构在我国的超高层建筑中大量应用。混凝土开裂是目前许多现浇混凝土结构中较易发生的质量问题。混凝土开裂不仅影响美观,也易引起内部钢筋锈蚀,降低结构的耐久性,甚至会影响结构安全。本文基于某新建超高层建筑中混凝土梁普遍开裂的实例,通过现场调查、检测,以及对设计和施工资料的分析,分析混凝土梁的开裂原因,并结合现场实际情况提出相应的处理意见,以期对类似的工程质量问题的检测、鉴定和处理提供参考。

低频三阶超心形指向性声源设计

为提高圆周阵列主极大的指向性增益,提出基于圆周等间距六元密排阵的低频三阶超心形指向性声源,利用点源方法对其波束特性进行研究与分析,得到了指向性声源的优化方案。以具有弱互辐射效应的单边辐射弯张换能器作为圆周密排阵阵元,利用有限元方法分析了三阶超心形指向性声源的声辐射特性,相比单极子声源,其主极大方向指向性增益为8.0 dB,可达到提高增益的目的。研制了实验样机,经水池实验获得该声源的工作特性:谐振频率为0.92 kHz,对应发送电压响应级为139.0 dB,−3 dB波束宽度为56.0°,各旁瓣小于−15.0 dB。有限元计算与实测结果验证了优化方案的可行性,实现了低频三阶超心形指向性发射。

南宁市某超高层结构设计与分析

以南宁市某超高层为研究对象,采用多种程序对整体结构进行了弹性时程、静力弹塑性、动力弹塑性和风振舒适度分析,并对剪力墙墙肢、转换梁、楼板进行了复核。分析结果表明,高宽比为10.9的超高层可以采用带局部转换的钢筋混凝土剪力墙结构,小震下,3条地震波作用下的层间位移角均小于《高层建筑混凝土结构技术规程:JGJ 3—2010》[1]值;大震下,框架柱和框支柱局部出现受拉刚度退化,但均未出现受压刚度退化,满足大震不屈服的性能目标;舒适度分析时,结构最大加速度0.139 m/s^(2),小于文献[1]0.15 m/s^(2)的限值;转换梁最大主压应力为22.3 MPa、转换板最大拉应力为0.77 MPa,分别小于混凝土抗压、抗拉强度设计值,满足文献[1]要求。

基于频域波束降维的车载雷达多参数联合超分辨方法

针对车载雷达多参数联合超分辨计算复杂度高、无法快速实现参数估计的问题,提出了基于频域波束降维的多参数联合超分辨算法。所提算法通过快速傅里叶变换(fast Fourier transform,FFT)将空时多参数域联合数据变换到频域,处理感兴趣区域的多维频域数据,完成空时波束空间降维和基于频域数据的多参数联合超分辨,实现目标信息的快速联合估计。推导了频域子空间正交性及频域波束降维超分辨算法理论。仿真研究了算法的分辨率和估计性能与信噪比的关系。仿真结果表明,所提算法的精度和分辨率远超传统FFT算法,相对于传统多重信号分类(multiple signal classification,MUSIC)算法,所提算法计算量大幅降低。

基于超级电容储能的HL-3装置中性束逆变型高压电源模块设计

高压电源是中性束注入加热系统的重要组成部分,决定着束能量和引出束流的品质。随着电压等级的逐步提高,脉冲阶梯调制(Pulse Step Modulation,PSM)高压电源无法满足实验要求。为了实现中性束调制注入功率的快速切换,提出一种基于超级电容储能的逆变型高压电源。采用超级电容储能方式,降低所需电网容量,减小对电网的冲击。采用软开关技术的直流(DC)-直流(DC)谐振变换器结构,提高电源的响应速度,减小开关器件的开关损耗。设计电源模块电路拓扑,根据电源性能指标要求完成系统建模计算。建立充电电路和主回路的电力仿真软件PSIM(Power SIMulation)仿真模型,对电源性能指标进行仿真验证。最后搭建了逆变电源模块测试样机,进行了阶跃响应、电压纹波和软开关性能指标测试。仿真及实验验证结果表明:设计的电源模块能够实现1 600 V/50 A的稳定输出,满足6 MW/120 kV设计要求。

一种适用于集群无人机超分辨的波束域方位估计算法

为了提升对集群无人机目标的分辨能力,提出了一种波束域方位超分辨估计算法。该方法不仅可以避免传统的稀疏表示类测角方法的计算复杂度高和需要选取超参数问题,而且在单快拍数、入射信号空间角度间隔较小等非理想情况下都具备很好的分辨能力,与相控阵雷达波束形成、距离-多普勒域处理的流程相适配。通过仿真试验,可以说明:该方法可以帮助雷达提前将密集目标分辨开,进而实现对于集群的规模(个数)、轮廓等信息进行准确估计,具有很强的应用价值。

黄河特大桥连续梁跨中下挠及腹板防裂措施研究

针对连续梁跨中下挠和腹板裂缝这些影响桥梁后期使用、耐久性及安全性的重要因素,本文分析了连续梁跨中下挠及腹板裂缝的影响因素,在此基础上提出了黄河特大桥连续梁跨中下挠及腹板防裂措施,为特大桥梁工程建设提供了参考。

超大跨度无砟轨道混凝土连续刚构铁路桥梁部施工及变形控制技术研究

结合106 m+198 m+106 m连续刚构桥,介绍了0#节段的主要施工流程和施工方法,以及悬臂挂篮施工技术,在施工中采取数字化的线性监控和严格的施工控制措施,保证连续梁施工尽量符合梁部高性能混凝土的徐变值,使后期梁部及混凝土变形尽量接近设计值。

某外形收进超高层结构斜柱钢环梁节点有限元分析

针对某外形收进的超高层钢管混凝土斜柱节点,基于对斜柱区域内力传递路径的分析,按照钢环梁节点构造的方式对斜柱底部节点进行了设计。通过ABAQUS建立节点的有限元模型,根据结构整体计算结果施加荷载,对相贯节点的应力、破坏模式进行研究。分析结果表明:本工程斜柱钢环梁节点在设计荷载作用下基本处于弹性状态,满足抗震性能设计要求。斜柱节点在相贯处混凝土出现了应力集中,同类工程中若出现更大的设计荷载可考虑对此处采取加厚钢板等构造加强措施。

深中通道中山大桥超宽钢箱梁悬臂拼装横向变形分析及对策措施

针对斜拉桥超宽幅钢箱悬臂拼装过程中存在横向变形问题,该文根据深中通道中山大桥双向八车道超宽钢箱梁施工特点,分析超宽钢箱梁悬拼安装过程中横向变形产生的主要原因,结合目前国内外宽幅箱梁悬拼施工中匹配高差调整工艺,创新性地提出“一字梁锁定+挂索初张拉匹配”工艺,较好地解决了中山大桥超宽钢箱梁悬臂拼装横向变形差问题。