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基于iBeam3单元的冂形结构变形场重构算法
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作者 李龙飞 陶翀骢 +1 位作者 张超 季宏丽 《南京航空航天大学学报(自然科学版)》 北大核心 2025年第1期120-129,共10页
结构变形作为结构健康监测的重要指标之一,对结构强度的性能评估至关重要,在实际工程中,由于工程用途等原因,应变传感器的安装数量和位置受限,导致结构变形重构精度降低。为解决上述问题,本文提出一种基于二节点逆梁单元的应变场重构算... 结构变形作为结构健康监测的重要指标之一,对结构强度的性能评估至关重要,在实际工程中,由于工程用途等原因,应变传感器的安装数量和位置受限,导致结构变形重构精度降低。为解决上述问题,本文提出一种基于二节点逆梁单元的应变场重构算法。首先采用二节点梁单元对结构进行离散,基于Timoshenko梁理论以及最小二乘误差理论构建单元内理论应变与实测应变的误差函数,通过离散应变测点重构结构应变场分布,并以此为基础重构结构变形。分别通过ABAQUS仿真分析与实验验证算法的有效性,结果表明,此算法在应变测点数量较少时,可以有效地重构结构变形,与直接使用测点应变数据相比,相对误差减小了5%,对结构健康监测具有重要意义。 展开更多
关键词 逆有限元法 逆梁单元 应变场重构 实测结构应变 变形重构
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Principles of the roof cut short-arm beam mining method (110 method) and its mining-induced stress distribution 被引量:13
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作者 Tao Zhigang Song Zhigang +2 位作者 He Manchao Meng Zhigang Pang Shihui 《International Journal of Mining Science and Technology》 EI CSCD 2018年第3期391-396,共6页
Since the 1960 s, mining science and technology in China has experienced two technical innovations, i.e.the ‘‘Masonry Beam Theory(MBT)" and ‘‘Transfer Rock Beam Theory(TRBT)". Based on those theories, th... Since the 1960 s, mining science and technology in China has experienced two technical innovations, i.e.the ‘‘Masonry Beam Theory(MBT)" and ‘‘Transfer Rock Beam Theory(TRBT)". Based on those theories, the conventional mining method(being called the 121 mining method) was established, consisting of excavating two tunnels with a pillar left for mining a working panel. However, with increasing mining depth,engineering geological disasters in the underground caverns have been frequently encountered. In addition, the use of the coal-pillar mining results in a large amount of coal resources unexploited. In order to address the problems above, the ‘‘Roof Cut Short-Arm Beam Theory(RCSBT), being called the 110 mining method)" was proposed by He Manchao in 2008. The 110 mining method features the mining of one coal seam panel, excavating necessarily only one roadway tunnel and leaving no pillars. Realization of the 110 mining method includes the following steps:(1) directional pre-splitting roof cutting,(2) supporting the roof by using high Constant Resistance Large Deformation bolt/cable(CRLD), and(3) blocking gangue by hydraulic props. This paper presents an overview of the principles, techniques and application of the 110 mining method. Special emphasis is placed on the numerical simulation of the geostress distribution found in the mining panel using the 110 method compared to that of the 121 method. In addition, the stress distribution on the ‘‘short beam" left by the roof cutting when performing the 110 method was also investigated using both numerical simulation and theoretical formulation. 展开更多
关键词 Mining innovation 121 mining method Cutting cantilever beam theory Non-pillar mining 110 mining method
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Full-vectorial finite-difference beam propagation method based on the modified alternating direction implicit method 被引量:1
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作者 肖金标 孙小菡 《Chinese Physics B》 SCIE EI CAS CSCD 2006年第8期1824-1830,共7页
A modified alternating direction implicit algorithm is proposed to solve the full-vectorial finite-difference beam propagation method formulation based on H fields. The cross-coupling terms are neglected in the first ... A modified alternating direction implicit algorithm is proposed to solve the full-vectorial finite-difference beam propagation method formulation based on H fields. The cross-coupling terms are neglected in the first sub-step, but evaluated and doubly used in the second sub-step. The order of two sub-steps is reversed for each transverse magnetic field component so that the cross-coupling terms are always expressed in implicit form, thus the calculation is very efficient and stable. Moreover, an improved six-point finite-difference scheme with high accuracy independent of specific structures of waveguide is also constructed to approximate the cross-coupling terms along the transverse directions. The imaginary-distance procedure is used to assess the validity and utility of the present method. The field patterns and the normalized propagation constants of the fundamental mode for a buried rectangular waveguide and a rib waveguide are presented. Solutions are in excellent agreement with the benchmark results from the modal transverse resonance method. 展开更多
关键词 beam propagation method alternating direction implicit algorithm finite difference optical waveguides integrated optics
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Buckling analysis of nanobeams with exponentially varying stiffness by differential quadrature method 被引量:1
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作者 S Chakraverty Laxmi Behera 《Chinese Physics B》 SCIE EI CAS CSCD 2017年第7期218-227,共10页
We present the application of differential quadrature(DQ) method for the buckling analysis of nanobeams with exponentially varying stiffness based on four different beam theories of Euler-Bernoulli, Timoshenko, Redd... We present the application of differential quadrature(DQ) method for the buckling analysis of nanobeams with exponentially varying stiffness based on four different beam theories of Euler-Bernoulli, Timoshenko, Reddy, and Levison.The formulation is based on the nonlocal elasticity theory of Eringen. New results are presented for the guided and simply supported guided boundary conditions. Numerical results are obtained to investigate the effects of the nonlocal parameter,length-to-height ratio, boundary condition, and nonuniform parameter on the critical buckling load parameter. It is observed that the critical buckling load decreases with increase in the nonlocal parameter while the critical buckling load parameter increases with increase in the length-to-height ratio. 展开更多
关键词 differential quadrature method exponentially varying stiffness different beam theories
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Reformatted method for two-dimensional detector arrays measurement data in proton pencil beam scanning 被引量:2
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作者 Meng-Ya Guo Xiu-Fang Li +6 位作者 Jie Wang Qi Liu Xiu-Zhen Deng Man-Zhou Zhang Li-Ren Shen Yue-Hu Pu Zhi-Ling Chen 《Nuclear Science and Techniques》 SCIE EI CAS CSCD 2021年第6期83-93,共11页
The spatial resolution of a commercial two-dimensional(2D)ionization chamber(IC)array is limited by the size of the individual detector and the center-to-center distance between sensors.For dose distributions with are... The spatial resolution of a commercial two-dimensional(2D)ionization chamber(IC)array is limited by the size of the individual detector and the center-to-center distance between sensors.For dose distributions with areas of steep dose gradients,inter-detector dose values are derived by the interpolation of nearby detector readings in the conventional mathematical interpolation of 2D IC array measurements.This may introduce significant errors,particularly in proton spot scanning radiotherapy.In this study,by combining logfile-based reconstructed dose values and detector measurements with the Laplacian pyramid image blending method,a novel method is proposed to obtain a reformatted dose distribution that provides an improved estimation of the delivered dose distribution with high spatial resolution.Meanwhile,the similarity between the measured original data and the downsampled logfilebased reconstructed dose is regarded as the confidence of the reformatted dose distribution.Furthermore,we quantify the performance benefits of this new approach by directly comparing the reformatted dose distributions with 2D IC array detector mathematically interpolated measurements and original low-resolution measurements.The result shows that this new method is better than the mathematical interpolation and achieves gamma pass rates similar to those of the original low-resolution measurements.The reformatted dose distributions generally yield a confidence exceeding 95%. 展开更多
关键词 2D ion chamber array detectors Laplacian pyramid image blending High-resolution reformatted methods Pencil beam scanning Proton therapy
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Dynamic Calculation Method of Beam System Under Low Velocity Impact 被引量:2
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作者 李文培 王德荣 +1 位作者 宋春明 王明洋 《Defence Technology(防务技术)》 SCIE EI CAS 2008年第3期173-180,共8页
The bearing beams and the supporting beams under low velocity impact may be in four different strain stages of deformation depending on the impact intensity and beam structure strength.Based on the different judging c... The bearing beams and the supporting beams under low velocity impact may be in four different strain stages of deformation depending on the impact intensity and beam structure strength.Based on the different judging conditions of deformation stages,the corresponding calculation models are proposed,the calculation formulae for the determination of the impact force and the beam's lateral displacement are obtained.Calculation shows that the beam's total deflection is small when the flexibility of the supporting component is high and the effect of diminishing deflection disappears almost when the stiffness of the supporting component is high. 展开更多
关键词 固体力学 地下建筑结构 冲击性能 动力学分析
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A high-throughput screening method for breeding Aspergillus niger with 12C6+ ion beam-improved cellulase
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作者 Bo-Ling Jiang Shu-Yang Wang +7 位作者 Yu-Chen Wang Ji-Hong Chen Wen-Jian Li Jing Liu Wei Hu Guo-Qing Xiao Miao-Ying Dong Fu-Qiang Xu 《Nuclear Science and Techniques》 SCIE CAS CSCD 2017年第1期1-7,共7页
In this study,a high-throughput screening method was established through the 24-square deep-well microliter plate(MTP) fermentation and micro-plate detection for large-scale screening of the mutants.It was suitable fo... In this study,a high-throughput screening method was established through the 24-square deep-well microliter plate(MTP) fermentation and micro-plate detection for large-scale screening of the mutants.It was suitable for screening a large number of mutants and improving the breeding efficiency after heavy-ion beam irradiation.Seventeen strains showed higher cellulase activity compared with the initial strain after the screening of plate and MTP fermentation.The filter paper activity and β-glucosidase activity of Aspergillus niger H11201 had increased 38.74 and 63.23%separately compared with A.niger H11 by shaking flask fermentation,and it was genetically stable after being passaged to nine generations.The results indicate that the high-throughput screening method can be used for the quick breeding of A.niger with high cellulase activity. 展开更多
关键词 HIGH-THROUGHPUT screening method ASPERGILLUS NIGER H11 CELLULASE 12C6+ ion beam
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Joint Beam Scheduling and Power Optimization for Beam Hopping LEO Satellite Systems 被引量:1
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作者 Zheng Shuang Zhang Xing +1 位作者 Wang Peng Wang Wenbo 《China Communications》 SCIE CSCD 2024年第10期226-239,共14页
Low earth orbit(LEO) satellite communications can provide ubiquitous and reliable services,making it an essential part of the Internet of Everything network. Beam hopping(BH) is an emerging technology for effectively ... Low earth orbit(LEO) satellite communications can provide ubiquitous and reliable services,making it an essential part of the Internet of Everything network. Beam hopping(BH) is an emerging technology for effectively addressing the issue of low resource utilization caused by the non-uniform spatio-temporal distribution of traffic demands. However, how to allocate multi-dimensional resources in a timely and efficient way for the highly dynamic LEO satellite systems remains a challenge. This paper proposes a joint beam scheduling and power optimization beam hopping(JBSPO-BH) algorithm considering the differences in the geographic distribution of sink nodes. The JBSPO-BH algorithm decouples the original problem into two sub-problems. The beam scheduling problem is modelled as a potential game,and the Nash equilibrium(NE) point is obtained as the beam scheduling strategy. Moreover, the penalty function interior point method is applied to optimize the power allocation. Simulation results show that the JBSPO-BH algorithm has low time complexity and fast convergence and achieves better performance both in throughput and fairness. Compared with greedybased BH, greedy-based BH with the power optimization, round-robin BH, Max-SINR BH and satellite resource allocation algorithm, the throughput of the proposed algorithm is improved by 44.99%, 20.79%,156.06%, 15.39% and 8.17%, respectively. 展开更多
关键词 beam hopping interior point method potential game resource allocation
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Determining beam transverse absolute position by triangulation of multi-electrode signal phase differences
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作者 Xing Yang Hong‑Shuang Wang +1 位作者 Yi‑Mei Zhou Yong‑Bin Leng 《Nuclear Science and Techniques》 SCIE EI CAS CSCD 2024年第8期38-47,共10页
Accurate measurement of the transverse position of a beam is crucial in particle accelerators because it plays a key role in determining the beam parameters.Existing methods for beam-position measurement rely on the d... Accurate measurement of the transverse position of a beam is crucial in particle accelerators because it plays a key role in determining the beam parameters.Existing methods for beam-position measurement rely on the detection of image currents induced on electrodes or narrow-band wake field induced by a beam passing through a cavity-type structure.However,these methods have limitations.The indirect measurement of multiple parameters is computationally complex,requiring external calibration to determine the system parameters in advance.Furthermore,the utilization of the beam signal information is incomplete.Hence,this study proposes a novel method for measuring the absolute electron beam transverse position.By utilizing the geometric relationship between the center position of the measured electron beam and multiple detection electrodes and by analyzing the differences in the arrival times of the beam signals detected by these electrodes,the absolute transverse position of the electron beam crossing the electrode plane can be calculated.This method features absolute position measurement,a position sensitivity coefficient independent of vacuum chamber apertures,and no requirement for a symmetrical detector electrode layout.The feasibility of this method is validated through numerical simulations and beam experiments. 展开更多
关键词 Electron beam bunch-by bunch diagnostics Bunch position measurement Triangulation method Bunch phase Bunch-by-bunch Transverse position Pickup signal
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基于微分求积法的两端固结刚性吊杆拉力识别研究
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作者 彭涛 稂其林 +2 位作者 陆小龙 王涛 田仲初 《振动与冲击》 北大核心 2025年第2期94-103,共10页
以修正Timoshenko梁理论为基础,提出了一种基于微分求积法的拱桥刚性吊杆拉力识别方法。基于修正Timoshenko梁理论建立刚性吊杆横向振动微分方程,通过选取切比雪夫多项式的根作为节点坐标,利用拉格朗日插值基函数近似表示位移函数;根据... 以修正Timoshenko梁理论为基础,提出了一种基于微分求积法的拱桥刚性吊杆拉力识别方法。基于修正Timoshenko梁理论建立刚性吊杆横向振动微分方程,通过选取切比雪夫多项式的根作为节点坐标,利用拉格朗日插值基函数近似表示位移函数;根据微分求积法基本原理计算各阶权重系数,引入边界条件后,将轴向力作用下的修正Timoshenko梁横向振动微分方程的求解转化为线性代数方程组广义代数特征值的计算问题,从而得到刚性吊杆实测基频与拉力之间的精确对应关系。通过数值算例和实桥应用对该方法进行了验证,结果表明,当两端固结刚性吊杆的长细比小于222.23时,需要考虑抗弯刚度、剪切变形和转动惯量的影响才能保证拉力识别的精度。提出的基于微分求积法的吊杆拉力识别方法能够应用于各种工况和长细比下的刚性吊杆拉力识别,具有准确、实用和易编程的特点,能够满足实际工程应用要求。 展开更多
关键词 刚性吊杆 修正Timoshenko梁 频率法 微分求积法 拉力识别
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“测氡-磁”法探测小窑自然发火技术的应用研究
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作者 胡相明 洪海博 +4 位作者 董浩 吴佰谦 孙自超 王伟 张茜 《煤炭科学技术》 北大核心 2025年第2期200-210,共11页
山西小窑煤矿自然发火区域存在火源多且分布范围较广、火源位置隐蔽难以准确探测、漏风通道多、难以防治的实际问题。为了准确探测火源位置及范围,首先,从自然发火区域探测手段的探测机理开展研究,基于测氡法与磁法探测火区基础理论,提... 山西小窑煤矿自然发火区域存在火源多且分布范围较广、火源位置隐蔽难以准确探测、漏风通道多、难以防治的实际问题。为了准确探测火源位置及范围,首先,从自然发火区域探测手段的探测机理开展研究,基于测氡法与磁法探测火区基础理论,提出了地面“测氡-磁”联合技术探测原理对小窑火源的位置与范围进行精确探测;其次,使用FD213α能谱氡测量仪和GSM-19T磁力仪现场采集小窑隐蔽火源数据,采用地面“测氡-磁”联合技术对采集数据处理分析,综合圈定小窑隐蔽火源的位置与范围,并利用井下测温与测气钻孔,结合初步探测结果和井下巷道分布情况,对火源位置进行了核实;最后采用钻孔注浆技术进行火区治理,并采取束管气体监测和复测氡法联合技术对火区治理效果进行检测。试验结果发现:井下测温与测气钻孔结果成功验证“测氡-磁”联合技术圈定的隐蔽火源的位置与范围,本次试验共圈定隐蔽火区面积约213 m^(2);钻孔注浆火区治理工作累积充填材料约1 862 m~3;治理效果检测表明圈定火区内部指标气体CO体积分数降为0,氡浓度趋于正常水平,治理工作取得良好的效果。 展开更多
关键词 小煤窑隐蔽火区 火源测探 磁法与测氡联用法 钻孔注浆技术 束管监测
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变厚度翼缘板箱梁剪力滞分析的有限梁段法
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作者 周世军 周操 +3 位作者 李贤伟 陈晨 史雨安 汪刚 《铁道学报》 北大核心 2025年第3期142-153,共12页
为研究变厚度翼缘板薄壁箱梁的剪力滞效应,提出一种适应不同荷载形式及边界条件下剪力滞分析的有限梁段法。首先通过翼板剪切变形规律定义剪力滞翘曲位移函数,再应用最小势能原理建立剪力滞基本微分方程。在变分原理基础上,提出每节点... 为研究变厚度翼缘板薄壁箱梁的剪力滞效应,提出一种适应不同荷载形式及边界条件下剪力滞分析的有限梁段法。首先通过翼板剪切变形规律定义剪力滞翘曲位移函数,再应用最小势能原理建立剪力滞基本微分方程。在变分原理基础上,提出每节点包含两个剪力滞自由度的梁段单元并对其进行Hermite位移插值,导出考虑剪力滞与梁弯曲刚度耦合影响的单元刚度矩阵。结合具体算例分析箱梁的纵横向剪力滞效应,结果表明:有限梁段法解与实体有限元解和能量变分法解吻合良好且具有较高的精度,验证了方法的准确性和适用性;与通过面积相等将变厚度翼缘板简化成等厚度翼缘板的方法相比,考虑翼缘板厚度变化的方法能够提高计算精度,最大可提高19.3%(悬臂板根部位置)。最后应用有限梁段法对某大跨连续刚构箱梁桥在选定荷载工况下的剪力滞效应进行分析,为复杂桥梁结构中变厚度翼缘板箱梁剪力滞的研究提供了理论基础与经验借鉴。 展开更多
关键词 箱梁 剪力滞效应 变厚度翼缘板 能量变分法 有限梁段法
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工字钢外包薄层UHPC组合梁抗剪性价比分析
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作者 范学明 周晓鹏 +1 位作者 叶小杭 赵坤 《华南理工大学学报(自然科学版)》 北大核心 2025年第4期40-49,共10页
钢结构具有低碳环保、轻质高强和抗震性能卓越等多重优势,目前已经广泛应用在高层建筑、大跨度建筑和一些民用建筑;但是其固有的易发生屈曲、腐蚀以及成本较高等问题阻碍了钢结构的进一步应用。目前关于钢结构防屈曲和防腐蚀的措施会大... 钢结构具有低碳环保、轻质高强和抗震性能卓越等多重优势,目前已经广泛应用在高层建筑、大跨度建筑和一些民用建筑;但是其固有的易发生屈曲、腐蚀以及成本较高等问题阻碍了钢结构的进一步应用。目前关于钢结构防屈曲和防腐蚀的措施会大大提高结构的成本并对结构承载能力带来一定的负面影响。超高性能混凝土(UHPC)是一种基于最大堆积密度理论的新型纤维增强水泥基复合材料,具有较高的强度和较强的变形能力,并且在抗水渗透性、抗氯离子渗透性以及抗冻融性等耐久性方面有着优异的性能。如今UHPC已经广泛应用于各种结构的力学加固以及耐久加固之中。近期的研究工作表明,将钢结构与UHPC结合使用,可以有效地实现两者的优势互补,在发挥钢结构轻质高强优异特征的同时,极大地减缓了疲劳、腐蚀和失稳对钢结构的危害。该文研究了一种已经广泛投入使用的工字钢外包薄层UHPC新型组合梁,并通过Abaqus有限元软件进行仿真分析建立样本数据库。同时利用雷达图法提出组合梁抗剪性能和抗剪性价比综合评价指标,采用响应面-蒙特卡罗法,共设计4种响应面对组合梁腹板尺寸参数进行分析。分析结果表明,组合梁的抗剪性能与其性价比之间存在显著的正相关性。此外,随着工字钢腹板厚度的增加,抗剪性能和性价比先增加后降低,并在某一特定厚度处达到峰值。该研究对于优化工字钢外包UHPC组合梁的设计具有重要的工程意义。 展开更多
关键词 钢-UHPC组合梁 性价比 有限元仿真分析 雷达图法 响应面-蒙特卡罗法
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基于有限元的端板式组合剪力墙-钢梁节点抗震性能研究
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作者 陈丽华 石锦涛 《合肥工业大学学报(自然科学版)》 北大核心 2025年第1期127-135,144,共10页
为研究端板式双钢板组合剪力墙-钢梁节点抗震性能,文章通过改变端板厚度设计3个足尺节点试件,开展低周往复加载试验,利用ABAQUS软件对节点进行等效塑性应变损伤准则的有限元分析模拟,探究钢材种类、梁端盖板、轴压比及设置加劲肋等对节... 为研究端板式双钢板组合剪力墙-钢梁节点抗震性能,文章通过改变端板厚度设计3个足尺节点试件,开展低周往复加载试验,利用ABAQUS软件对节点进行等效塑性应变损伤准则的有限元分析模拟,探究钢材种类、梁端盖板、轴压比及设置加劲肋等对节点抗震性能的影响。结果表明:节点试件具有良好的抗震性能,且模拟分析结果与试验结果吻合度较好;通过提升钢材屈服强度、改用全截面梁上盖板、增加盖板厚度及设置梁端加劲肋等方式可有效提升节点的承载力和刚度;最后依据基于塑性极限分析法推导结果提出了该类型节点的端板厚度设计方法。 展开更多
关键词 双钢板组合剪力墙 墙梁节点 ABAQUS有限元 应力三轴度 设计方法
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小半径曲线高墩钢混组合梁装配化施工关键技术与设计研究
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作者 杨安 梁凯 秦伟 《公路工程》 2025年第1期24-31,共8页
以平面曲线半径R=150 m、横坡i=6%、最大墩高H=91.2 m、桥长L=550 m的钢混组合梁为研究对象,通过考察现场地形地貌及临建情况,研究出在施工现场台架拼装钢主梁并浇筑桥面板形成单片组合梁结构后,再采用架桥机架设单片组合梁的施工方法,... 以平面曲线半径R=150 m、横坡i=6%、最大墩高H=91.2 m、桥长L=550 m的钢混组合梁为研究对象,通过考察现场地形地貌及临建情况,研究出在施工现场台架拼装钢主梁并浇筑桥面板形成单片组合梁结构后,再采用架桥机架设单片组合梁的施工方法,该方法可最大程度加快施工进程,满足工期要求;针对先形成单片组合梁结构再架梁的施工方法,研究配套的设计方案,采用结构简支桥面连续的结构型式设计钢混组合梁,使用MIDAS CIVIL有限元软件,特别考虑风荷载、离心力、车道偏载等,分别对施工阶段和成桥阶段的承载力、刚度、抗倾覆稳定性进行了计算分析,各项指标均满足规范要求。对于架桥机架梁喂梁、施工偏载的施工阶段进行了单独的受力分析及稳定性分析,满足规范要求。采用的设计与施工技术对于现场条件受限、顶推施工困难且桥墩较高、不具备搭设临时支墩条件进行吊装施工的小半径、高墩钢混组合梁桥提供了一定的经验及借鉴意义。 展开更多
关键词 桥梁与隧道工程 钢混组合梁设计与施工 有限元分析 施工方法 受力分析
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刚构体系中承式梁拱组合桥空间受力研究
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作者 易云焜 徐梦莹 +2 位作者 汪阳 林春乾 张雅俊 《世界桥梁》 北大核心 2025年第2期51-57,共7页
为给超宽多跨刚构体系中承式梁拱组合桥的简化分析和优化设计提供理论基础,以漳州马洲大桥为背景,研究空间受力特性。建立该桥有限元模型,研究超宽多跨刚构体系中承式梁拱组合桥的空间受力特性;针对影响空间受力的3个关键参数(大横梁横... 为给超宽多跨刚构体系中承式梁拱组合桥的简化分析和优化设计提供理论基础,以漳州马洲大桥为背景,研究空间受力特性。建立该桥有限元模型,研究超宽多跨刚构体系中承式梁拱组合桥的空间受力特性;针对影响空间受力的3个关键参数(大横梁横向刚度、拱肋横桥向位置和系杆张拉力),应用参数分析和力学简化分析2种方法得到各参数合理取值,并将数值分析和力学分析的结果相互验证,分析桥宽对结构稳定的影响。结果表明:多跨刚构体系中承式梁拱组合桥会在墩底产生横桥向反力、顺桥向力矩和扭矩等空间力;大横梁和主纵梁的横向刚度比与其长度比成反比例时为其合理横向刚度,使空间力均接近于0;拱肋至道路中心线的距离为2/3半桥宽时,墩底横桥向反力、顺桥向反力矩和竖向反力矩等空间力接近为0,为拱肋的横桥向合理位置;系杆张拉力除应考虑拱肋水平推力,还应考虑桥墩横桥向力矩,并在二者间进行综合平衡;桥宽增加后桥梁结构一阶失稳系数减小,但对一阶失稳模态和竖向失稳荷载基本无影响。 展开更多
关键词 中承式梁拱组合桥 刚构体系 大横梁横向刚度 拱肋横桥向位置 系杆张拉力 参数分析 有限元法
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FREE VIBRATION ANALYSIS AND PHYSICAL PARAMETER IDENTIFICATION OF NON-UNIFORM BEAM CARRYING SPRING-MASS SYSTEMS 被引量:1
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作者 马蕾 芮筱亭 +2 位作者 Abbas Laith 杨富锋 张建书 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2012年第4期345-353,共9页
To analyze a multibody system composed of non-uniform beam and spring-mass subsystems, the model discretization is carried on by utilizing the finite element method(FEM), the dynamic model of non-uniform beam is dev... To analyze a multibody system composed of non-uniform beam and spring-mass subsystems, the model discretization is carried on by utilizing the finite element method(FEM), the dynamic model of non-uniform beam is developed by using the transfer matrix method of multibody system(MS-TMM), the transfer matrix of non-u- niform beam is derived, and the natural frequencies are computed. Compared with the numerical assembly method (NAM), the results by MS-TMM have good agreement with the results by FEM, and are better than the results by NAM. When using the high precision method, the global dynamic equations of the complex multibody system are not needed and the orders of involved system matrices are decreased greatly. For the investigation on the re- verse problem of the physical parameter identification of multibody system, MS-TMM and the optimization tech- nology based on genetic algorithms(GAs) are combined and extended. The identification problem is exchanged for an optimization problem, and it is formulated as a global minimum solution of the objective function with respect to natural frequencies of multibody system. At last, the numerical example of non-uniform beam with attach- ments is discussed, and the identification results indicate the feasibility and the effectivity of the proposed aop- proach. 展开更多
关键词 non-uniform beam physical parameter identification natural frequency transfer matrix method multibody system genetic algorithms
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多圆柱组合体目标回波特性
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作者 张弘瑞 陈文剑 +1 位作者 王艺迪 厉夫兵 《哈尔滨工程大学学报》 北大核心 2025年第1期138-147,共10页
针对多圆柱组合体目标回波中的多次散射声场计算问题,本文提出在声束弹跳方法中利用KD树结构加速声束追踪的研究方法。建立基于多圆柱组合体目标的轴对称包围盒,通过最大方差法和中间剖分法在空间不同维度上对包围盒进行划分,同时通过... 针对多圆柱组合体目标回波中的多次散射声场计算问题,本文提出在声束弹跳方法中利用KD树结构加速声束追踪的研究方法。建立基于多圆柱组合体目标的轴对称包围盒,通过最大方差法和中间剖分法在空间不同维度上对包围盒进行划分,同时通过分离轴算法进行面元数据的归属分配,经过多次划分后完成目标KD树结构的建立;进行声束构建和声束追踪,加快追踪时声束与面元的相交判断过程;根据追踪结果进行多圆柱组合体目标强度的计算。结果表明:声波在柱体之间存在多次声散射,多次散射与一次散射回波存在相位差,干涉叠加后导致多圆柱组合体目标强度在原本一次散射的基础上得到增强或减弱。通过实验测量结果与仿真计算结果对比,不同入射角度下实测结果与理论预报结果都有较好的一致性。 展开更多
关键词 多圆柱组合体 回波特性 多次散射 KD树 声束弹跳法 空间划分 声束追踪 目标强度
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光纤-硫系玻璃埋入式光波导耦合效率研究
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作者 车文龙 张悦 +4 位作者 赵建行 曹英浩 周姚 宋瑛林 周见红 《红外与激光工程》 北大核心 2025年第1期239-246,共8页
“后摩尔”时代,光子芯片因其具备高速度、大带宽、低能耗等特点获得了广泛研究,光波导作为光子芯片的基本元件,把光从光纤耦合到光波导中是一项值得研究的关键技术。硫系玻璃的较高折射率、超快非线性响应、以及超宽的红外透过区域等特... “后摩尔”时代,光子芯片因其具备高速度、大带宽、低能耗等特点获得了广泛研究,光波导作为光子芯片的基本元件,把光从光纤耦合到光波导中是一项值得研究的关键技术。硫系玻璃的较高折射率、超快非线性响应、以及超宽的红外透过区域等特性,使其具有许多传统红外材料所不具备的优势,其性能和用途无法被其他红外光学材料所取代,相比于硅基光子芯片,硫系玻璃光子芯片能够实现中远红外范围的应用。文中通过真空热蒸发法在玻璃基底沉积硫系玻璃Ge_(28)Sb_(12)Se_(60)薄膜,利用移动曝光的方式验证硫系玻璃Ge_(28)Sb_(12)Se_(60)具有光致漂白效应,在1310 nm处曝光前后折射率改变量约0.013。通过掩膜移动曝光法在硫系玻璃Ge_(28)Sb_(12)Se_(60)薄膜中制备埋入式光波导,并实现了光纤-埋入式光波导的端面耦合,研究了输入端光纤与埋入式硫系玻璃光波导之间的耦合效率问题,实验测得耦合效率为0.575%;此外,还通过光束传播方法对实验过程进行模拟,研究结果表明,实验与仿真耦合效率随光纤位移变化趋势一致。该研究对硫系玻璃薄膜在红外光学信息处理、光通信等领域具有一定的借鉴意义。 展开更多
关键词 硫系玻璃 端面耦合 光束传播方法 埋入式光波导
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基坑开挖及降水引起既有盾构隧道变形分析
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作者 孟非 乔世范 +2 位作者 陈道龙 张睿 张喆 《铁道科学与工程学报》 北大核心 2025年第1期246-258,共13页
目前,基坑施工朝着“深、大”趋势发展,开挖范围大,并且通常需要采取降水措施。针对现有研究中三维数值分析建模复杂及现场实测周期长的问题,提出基坑开挖及降水共同作用下既有盾构隧道受力变形计算的两阶段分析方法。首先计算坑底、坑... 目前,基坑施工朝着“深、大”趋势发展,开挖范围大,并且通常需要采取降水措施。针对现有研究中三维数值分析建模复杂及现场实测周期长的问题,提出基坑开挖及降水共同作用下既有盾构隧道受力变形计算的两阶段分析方法。首先计算坑底、坑侧卸荷及降水共同作用对既有盾构隧道产生的附加应力;其次基于Kerr地基模型及Timoshenko梁理论建立既有盾构隧道纵向变形平衡微分方程;然后根据Galerkin方法进行控制方程的求解,分析既有盾构隧道的竖向变形、管片接头处的张开量、管片错台量。最后结合既有案例,验证本文方法的有效性,同时分析基坑开挖及降水共同作用下,不同因素对既有隧道变形的影响。研究结果表明:(1)降水作用对既有隧道的变形不可忽视。考虑降水作用后,既有隧道最大隆起量从10.44mm降为4.23mm,减少了59.5%,且管片接头张开量和错台量均略小。(2)在一些隧道变形特征点处:如基坑1倍开挖宽度、1倍降水井等效半径处,管片接头张开量和错台量形状易发生突变,需要特别关注。(3)当改变基坑开挖长度或宽度时,管片接头张开量和错台量形状发生了突变、反转现象。合理控制基坑开挖长宽比,对隧道变形有着较大的影响。 展开更多
关键词 基坑开挖 降水 Kerr地基 TIMOSHENKO梁 GALERKIN法 管片张开量 管片错台量
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