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MA-VoxelMorph:Multi-scale attention-based VoxelMorph for nonrigid registration of thoracoabdominal CT images
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作者 Qing Huang Lei Ren +3 位作者 Tingwei Quan Minglei Yang Hongmei Yuan Kai Cao 《Journal of Innovative Optical Health Sciences》 2025年第1期135-151,共17页
This paper aims to develop a nonrigid registration method of preoperative and intraoperative thoracoabdominal CT images in computer-assisted interventional surgeries for accurate tumor localization and tissue visualiz... This paper aims to develop a nonrigid registration method of preoperative and intraoperative thoracoabdominal CT images in computer-assisted interventional surgeries for accurate tumor localization and tissue visualization enhancement.However,fine structure registration of complex thoracoabdominal organs and large deformation registration caused by respiratory motion is challenging.To deal with this problem,we propose a 3D multi-scale attention VoxelMorph(MAVoxelMorph)registration network.To alleviate the large deformation problem,a multi-scale axial attention mechanism is utilized by using a residual dilated pyramid pooling for multi-scale feature extraction,and position-aware axial attention for long-distance dependencies between pixels capture.To further improve the large deformation and fine structure registration results,a multi-scale context channel attention mechanism is employed utilizing content information via adjacent encoding layers.Our method was evaluated on four public lung datasets(DIR-Lab dataset,Creatis dataset,Learn2Reg dataset,OASIS dataset)and a local dataset.Results proved that the proposed method achieved better registration performance than current state-of-the-art methods,especially in handling the registration of large deformations and fine structures.It also proved to be fast in 3D image registration,using about 1.5 s,and faster than most methods.Qualitative and quantitative assessments proved that the proposed MA-VoxelMorph has the potential to realize precise and fast tumor localization in clinical interventional surgeries. 展开更多
关键词 Thoracoabdominal CT image registration large deformation fine structure multi-scale attention mechanism
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Similar simulation study on the deformation and failure of surrounding rock of a large section chamber group under dynamic loading 被引量:12
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作者 Xuesheng Liu Shilin Song +4 位作者 Yunliang Tan Deyuan Fan Jianguo Ning Xuebin Li Yanchun Yin 《International Journal of Mining Science and Technology》 SCIE EI CAS CSCD 2021年第3期495-505,共11页
Large and super-large section chamber groups in coal mines are frequently affected by dynamic loads resulting from production activities such as roadway driving and blasting.The stability of the surrounding rock is po... Large and super-large section chamber groups in coal mines are frequently affected by dynamic loads resulting from production activities such as roadway driving and blasting.The stability of the surrounding rock is poor,and it is difficult to control.In this paper,a similar simulation test was used to study the deformation and evolution laws of the surrounding rock of a triangle-shaped chamber group under different dynamic loads.The results showed that under dynamic loading,the vertical stress of the surrounding rock of the chamber group increased in an oscillatory form.The maximum stress concentration coefficient reached 4.09.The damage degree of the roof was greater than that of the two sides.The deformation of the roof was approximately 1.2 times that of the two sides.For the chamber closer to the power source,the stress oscillation amplitude of the surrounding rock was larger,and the failure was more serious.The force of the anchorage structure showed a phased increasing characteristic;additionally,the force of the anchorage structure on the adjacent side of the chambers was greater than that on the other side.This study reveals the deformation and failure evolution laws of the surrounding rock of large section chamber groups under dynamic loading. 展开更多
关键词 Dynamic disturbance Large section chamber group deformation and failure Similar simulation test
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Reparameterized Multi-scale Transformer for Deformable Retinal Image Registration
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作者 Qiushi Nie Xiaoqing Zhang +3 位作者 Chuan Chen Zhixuan Zhang Yan Hu Jiang Liu 《Machine Intelligence Research》 2025年第3期524-538,共15页
Deformable retinal image registration is crucial in clinical diagnosis and longitudinal studies of retinal diseases.Most existing deep deformable retinal image registration methods focus on fully convolutional network... Deformable retinal image registration is crucial in clinical diagnosis and longitudinal studies of retinal diseases.Most existing deep deformable retinal image registration methods focus on fully convolutional network(FCN)architecture design,which fails to model long-range dependencies among pixels-a significant factor in deformable retinal image registration.Transformers based on the self-attention mechanism,can capture global context dependencies,complementing local convolution.However,multi-scale spatial feature fusion and pixel-wise position selection are also crucial for the deformable retinal image registration,are often ignored by both FCNs and transformers.To fully leverage the merits of FCNs,multi-scale spatial attention and transformers,we propose a hierarchical hybrid architecture,reparameterized multi-scale transformer(RMFormer),for deformable retinal image registration.In RMFormer,we specifically develop a reparameterized multi-scale spatial attention to adaptively fuse multi-scale spatial features,with the assistance of the reparameterizing technique,thereby highlighting informative pixel-wise positions in a lightweight manner.The experimental results on two publicly available datasets demonstrate the superiority of our RMFormer over state-of-the-art methods and show that it is data-efficient in a limited medical image regime.Additionally,we are the first to provide a visualization analysis to explain how our proposed method affects the deformable retinal image registration process.The source code of our work is available at https://github.com/Tloops/RMFormer. 展开更多
关键词 deformable registration RETINAL reparameterized multi-scale transformer reparameterization ATTENTION
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Stress distribution rule of roadway affected by overhead mining in gently inclined coal seams group 被引量:5
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作者 KANG Qin-rong1, 2, TANG Jian-xin1, 2, HU Hai1, 2, ZHANG Wei-zhong1, 3 1. College of Resource and Environmental Sciences, Chongqing University, Chongqing 400030, China 2. State Key Laboratory of Coal Mine Disaster Dynamics and Control, Chongqing University, Chongqing 400030, China 3. School of Safety Science and Administration, Zhongnan University of Economics and Law, Wuhan 430074, China 《中国有色金属学会会刊:英文版》 CSCD 2011年第S3期529-535,共7页
In light of the severe deformation and destruction of the district raise tunnel in the mining area at the northern part of the Lubanshan colliery, by the theoretic analysis and numerical simulation, both the mining st... In light of the severe deformation and destruction of the district raise tunnel in the mining area at the northern part of the Lubanshan colliery, by the theoretic analysis and numerical simulation, both the mining stress distribution in seams group and the deformation and destruction mechanism of floor district raise were investigated. The results show that, at the maximum vertical distance of 40 m, the abutment stress has an influence on the recovery of 2# and 3# coal seam and 8# coal seam at distance of 30 m. As a result, the recovery of 8# is rather than those of 2# or 3# coal seam, which contributes to the deformation and destruction of the district raise surrounding rock. The major factors affecting the abutment stress include the mining depth, mining height, residual gob space, adjacent working faces and short spacing coal seam recovery. 展开更多
关键词 coal seams group STRESS distribution district RAISE SURROUNDING rock deformation and DESTRUCTION ABUTMENT STRESS
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Deformation of the Zhangjiazhuang high-speed railway tunnel: an analysis of causal mechanisms using geomorphological surveys and D-InSAR monitoring 被引量:6
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作者 MENG Xing-min QI Tian-jun +11 位作者 ZHAO Yan DIJKSTRA Tom SHI Wei LUO Yin-fei WU Yuan-zhao SU Xiao-jun ZHAO Fu-meng MA Jin-hui ZHANG Yi CHEN Guan YUE Dong-xia ZHANG Mao-sheng 《Journal of Mountain Science》 SCIE CSCD 2021年第7期1920-1936,共17页
On 18 January 2016,the Zhangjiazhuang high-speed railway tunnel in Ledu,Qinghai Province,China,underwent serious deformation and structural damage.A crack formed at the top of the tunnel and the concrete on the crown ... On 18 January 2016,the Zhangjiazhuang high-speed railway tunnel in Ledu,Qinghai Province,China,underwent serious deformation and structural damage.A crack formed at the top of the tunnel and the concrete on the crown peeled off.As a result,the tunnel could not be operated for three months.In order to determine the types and spatial distribution of the landslides in the region and the surface deformation characteristics associated with the tunnel deformation,we used field geological and geomorphological surveys,unmanned aerial vehicle image interpretation and differential interferometric synthetic aperture radar(D-In SAR) surface deformation monitoring.Nine ancient and old landslides were identified and analysed in the study area.Surface deformation monitoring and investigation of buildings in several villages on the slope front showed that the tunnel deformation was not related to deep-seated gravitational slope deformation.However,surface deformation monitoring revealed an active NEE–SWW fault in the area intersecting the tunnel at the location of the tunnel rupture.This constitutes a plausible mechanism for the deformation of the tunnel.Our study highlights the need for detailed engineering geomorphological investigations to better predict the occurrence of tunnel deformation events in the future. 展开更多
关键词 Gaojiawan Landslide group Zhangjiazhuang tunnel deformATION Fault activity Irrigation infiltration
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THE JUMPING PHENOMENON OF THE DIMENSIONS OF COHOMOLOGY GROUPS OF TANGENT SHEAF 被引量:2
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作者 叶轩明 《Acta Mathematica Scientia》 SCIE CSCD 2010年第5期1746-1758,共13页
Let X be a compact complex manifold. Consider a small deformation π : X → B of X, the dimensions of the cohomology groups of tangent sheaf Hq(xt, Txt ) may vary under this deformation. This article studies such p... Let X be a compact complex manifold. Consider a small deformation π : X → B of X, the dimensions of the cohomology groups of tangent sheaf Hq(xt, Txt ) may vary under this deformation. This article studies such phenomena by studying the obstructions to deform a class in Hq(X, 5TX) with parameter t and gets a formula for the obstructions. 展开更多
关键词 dimensions of cohomology groups of tangent sheaf deformation OBSTRUCTION Kodaira-Spencer class
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Coordinated deformation control technologies for the high sidewall—bottom transfixion zone of large underground hydro-powerhouses 被引量:5
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作者 Qi-xiang FAN Zhi-yun DENG +3 位作者 Peng LIN Guo LI Ji-lin FU Wei HE 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2022年第7期543-563,共21页
It is imperative to understand the spatial and temporal coordination deformation mechanism and develop targeted deformation control technologies for high sidewall—bottom transfixion(HSBT)zones to guarantee the stabil... It is imperative to understand the spatial and temporal coordination deformation mechanism and develop targeted deformation control technologies for high sidewall—bottom transfixion(HSBT)zones to guarantee the stability of rock surrounding underground hydro-powerhouses under complex geological conditions.In this study,the spatial and temporal coordinated deformation control of HSBT zones was addressed from the aspects of the deformation mechanism,failure characteristics,and control requirements,and some coordinated deformation control technologies were proposed.On this basis,a case study was conducted on the deformation control of the HSBT zone of the underground powerhouse at the Wudongde hydropower station,China.The results showed that the relationship between excavation and support,and the mismatch of deformation and support of the surrounding rock mass in the HSBT zone of underground caverns with a large span and high in-situ stress can be appropriately handled.The solution requires proper excavation and construction procedures,fine blasting control,composite and timely support,and real-time monitoring and dynamic feedback.The technologies proposed in this study will ensure the safe,high-quality,and orderly construction of the Baihetan and Wudongde underground caverns,and can be applied to other similar projects. 展开更多
关键词 Underground powerhouse Coordinated deformation mechanism High sidewall-bottom transfixion(HSBT) Cavern group Control technology
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3D finite element analysis on pile-soil interaction of passive pile group 被引量:6
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作者 赵明华 刘敦平 +1 位作者 张玲 蒋冲 《Journal of Central South University of Technology》 EI 2008年第1期75-80,共6页
The interaction between pile and soft soil of the passive pile group subjected to soil movement was analyzed with three-dimensional finite element model by using ANSYS software. The soil was assumed to be elastic-plas... The interaction between pile and soft soil of the passive pile group subjected to soil movement was analyzed with three-dimensional finite element model by using ANSYS software. The soil was assumed to be elastic-plastic complying with the Drucker-Prager yield criterion in the analysis. The large displacement of soil was considered and contact elements were used to evaluate the interaction between pile and soil. The influences of soil depth of layer and number of piles on the lateral pressure of the pile were investigated, and the lateral pressure distributions on the (2×1) pile group and on the (2×2) pile group were compared. The results show that the adjacent surcharge may result in significant lateral movement of the soft soil and considerable pressure on the pile. The pressure acting on the row near the surcharge is higher than that on the other row, due to the "barrier" and arching effects in pile groups. The passive load and its distribution should be taken into account in the design of the passive piles. 展开更多
关键词 pile-soil interaction passive pile group soft soil lateral pressure deformATION 3D finite element analysis
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Compositional Distribution and Growth Mode of Garnet Porphyroblasts during Deformation and Metamorphism 被引量:1
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作者 ZHAOGuiping LIUShuwen LIUXiaohan 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2004年第1期186-190,共5页
Although porphyroblast microstructures play an important role in structural and metamorphic studies, there are still controversies in the interpretation. The focus is how porphyroblasts grow during deformation and met... Although porphyroblast microstructures play an important role in structural and metamorphic studies, there are still controversies in the interpretation. The focus is how porphyroblasts grow during deformation and metamorphism. In this paper, we introduce a new approach, the Synchrotron Radiation X-Ray Fluorescence, to a hemi-quantitative interpretation of the growth mode of porphyroblasts. The analysis was done at the Beijing Synchrotron Radiation Facility. The specimens were sampled from metapelite of the Baoyintu Group, northern Urad Middle Banner, Inner Mongolia. The new method is successful for determining the microscopic distribution of trace elements in porphybroblasts. The results support the theory of deformation partition, which has been brought forth by Bell and his colleagues, and demonstrate the existence of porphyroblast growth phases and the growth mode of porphyroblasts by hemi-quantitative mineral chemical analysis. The porphyroblast grows stage by stage in the manner of the distribution of a roseleaf and is controlled by deformation. We call the growth stage of porphyroblast a growth phase. 展开更多
关键词 Synchrotron Radiation X-ray Fluorescence Analysis deformation partition PORPHYROBLAST growth phase Baoyintu group
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GEOMETRICAL NONLINEAR WAVES IN FINITEDEFORMATION ELASTIC RODS 被引量:1
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作者 郭建刚 周丽军 张善元 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2005年第5期667-674,共8页
By using Hamilton-type variation principle in non-conservation system, the nonlinear equation of wave motion of a elastic thin rod was derived according to Lagrange description of finite deformation theory. The dissip... By using Hamilton-type variation principle in non-conservation system, the nonlinear equation of wave motion of a elastic thin rod was derived according to Lagrange description of finite deformation theory. The dissipation caused due to viscous effect and the dispersion introduced by transverse inertia were taken into consideration so that steady traveling wave solution can be obtained. Using multi-scale method the nonlinear equation is reduced to a KdV-Burgers equation which corresponds with saddle-spiral heteroclinic orbit on phase plane. Its solution is called the oscillating-solitary wave or saddle-spiral shock wave. If viscous effect or transverse inertia is neglected, the equation is degraded to classical KdV or Burgers equation. The former implies a propagating solitary wave with homoclinic on phase plane, the latter means shock wave and heteroclinic orbit. 展开更多
关键词 nonlinear wave finite deformation viscous effect transverse inertia effect multi-scale method
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Anisotropic Continuum Stored Energy Functional Solved by Lie Group and Differential Geometry 被引量:1
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作者 Fuzhang Zhao 《Advances in Pure Mathematics》 2018年第7期631-651,共21页
An anisotropic continuum stored energy (CSE), which is essentially composed of invariant component groups (ICGs), is postulated to be balanced with its stress work done, constructing a partial differential equation (P... An anisotropic continuum stored energy (CSE), which is essentially composed of invariant component groups (ICGs), is postulated to be balanced with its stress work done, constructing a partial differential equation (PDE). The anisotropic CSE PDE is generally solved by the Lie group and the ICGs through curvatures of elasticity tensor are particularly grouped by differential geometry, representing three general deformations: preferred translational deformations, preferred rotational deformations, and preferred powers of ellipsoidal deformations. The anisotropic CSE constitutive models have been curve-fitted for uniaxial tension tests of rabbit abdominal skins and porcine liver tissues, and biaxial tension and triaxial shear tests of human ventricular myocardial tissues. With the newly defined second invariant component, the anisotropic CSE constitutive models capture the transverse effects in uniaxial tension deformations and the shear coupling effects in triaxial shear deformations. 展开更多
关键词 ANISOTROPIC CONTINUUM Stored Energy CONSTITUTIVE Modeling Finite deformations Invariant Component groupS Soft Biological TISSUES
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On Elastic Klein Bottle and Fundamental Groups
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作者 A. E. El-Ahmady 《Applied Mathematics》 2013年第3期499-504,共6页
The purpose of this paper is to give a combinatorial characterization and also construct representations of the fundamental group of the submanifolds of elastic Klein Bottle by using some geometrical transformations. ... The purpose of this paper is to give a combinatorial characterization and also construct representations of the fundamental group of the submanifolds of elastic Klein Bottle by using some geometrical transformations. The homotopy groups of the limit elastic Klein Bottle are presented. The fundamental groups of some types of geodesics in elastic Klein Bottle are discussed. New types of homotopy maps are deduced. Theorems governing this connection are achieved. 展开更多
关键词 ELASTIC KLEIN BOTTLE HOMOTOPY groups FOLDING RETRACTION deformation Retracts
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Renormalization group methods for a Mathieu equation with delayed feedback
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作者 Yunna Wu Xu Xu 《Theoretical & Applied Mechanics Letters》 CAS 2013年第6期41-43,共3页
This paper presents the application of the renormalization group (RG) methods to the delayed differential equation. By analyzing the Mathieu equation with time delay feedback, we get the amplitude and phase equation... This paper presents the application of the renormalization group (RG) methods to the delayed differential equation. By analyzing the Mathieu equation with time delay feedback, we get the amplitude and phase equations, and then obtain the approximate solutions by solving the corresponding RG equations. It shows that the approximate solutions obtained from the RG method are superior to those from the conventionally perturbation methods. 展开更多
关键词 renormalization group methods RG equations time delay multi-scale method
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THE STUDY OF META-BASIC-ULTRABASIC ROCKS IN THEPROTEROZOIC DANZHOU GROUP,NORTHERN GUANGXI:A NEW VIEW
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作者 Liang Jincheng Zhang Guilin Wan Chunzhen(Guilin Institute of Technology, Guilin, 541004, China) 《Geotectonica et Metallogenia》 1995年第1期27-35,共9页
Recent geological study and survey on the scale of 1: 50000 in northern Guangxi have made some advancements: meta-basic-ultrabasic rocks which occured as bedding injection sheets in the Sanrnenjie formation of the Pro... Recent geological study and survey on the scale of 1: 50000 in northern Guangxi have made some advancements: meta-basic-ultrabasic rocks which occured as bedding injection sheets in the Sanrnenjie formation of the Proterozoic Danzhou group and caused contact metamorphism or hydrothermal alteration in adjacent wallrocks, were originated in extensional environment. Basic rocks belong to deep-sea tholeiite. TLe meta-basic -ultrabasic rocks sufferred intense deformation partitioning, resulting in lenticular network which was composed of mylonite zones in highly de formed field and lensoids in less- or non-deformed field. This structural pattern was explained as "melange" or "non-rooted cool intrusion " by previous workers. The deformation partitioning was mainly pure shearing in the early stage plus simple shearing in the later stage. This evolution was closely related to progressive deformation of the Guangxi orogeny. 展开更多
关键词 meta-basic-ultrabaasic rock deformation partitioning MYLONITE Danzhou group Guangxi
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Discussion on How to Use Group Cooperation Effectively in the Management of Junior Middle School Class
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作者 ZENG Haiyan 《外文科技期刊数据库(文摘版)教育科学》 2021年第1期009-014,共6页
In the wave of education reform, group cooperative learning is no longer a hot topic. The application of small group learning to classroom teaching changes the original traditional education mode and guides students t... In the wave of education reform, group cooperative learning is no longer a hot topic. The application of small group learning to classroom teaching changes the original traditional education mode and guides students to take the initiative to explore learning, and the effect is significant. What everyone has overlooked is that the impact of group cooperation on class management far exceeds the effect of group cooperative learning in classroom teaching. Penetrating group cooperation management into class management will solve the problem of group activities flowing into "form" or group cooperation "abortion". The group cooperates to manage the class, so that the head teacher can become a "polished commander." 展开更多
关键词 group cooperation deformation head teacher management
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沟谷地形极近距离煤层群采动规律研究
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作者 柴敬 高靖博 +5 位作者 张丁丁 马哲 赵文华 杨小宁 张军颖 姜龙 《采矿与安全工程学报》 北大核心 2025年第3期487-496,共10页
为探究沟谷区域极近距离煤层群采空区下下层煤采动规律,以宁夏白芨沟煤矿0102~104工作面为背景,采用理论分析、数值模拟及现场原位测试相结合的方法,对工作面前方应力演化规律、巷道变形特征及山体裂隙演化规律等进行研究。研究表明:极... 为探究沟谷区域极近距离煤层群采空区下下层煤采动规律,以宁夏白芨沟煤矿0102~104工作面为背景,采用理论分析、数值模拟及现场原位测试相结合的方法,对工作面前方应力演化规律、巷道变形特征及山体裂隙演化规律等进行研究。研究表明:极近距采空区导致的层间顶板损伤破坏是造成该范围内采动应力、围岩变形及超前影响区显著较小的直接原因。山体裂隙发育受工作面上覆采空区赋存条件和山体产状共同影响,其发育特征较两者独立作用均有所不同;巷道围岩变形可分为“围岩稳定区—线性上升区”两部分;工作面前方采动应力在采空区影响范围呈“原岩应力—近线性增长”两阶段演化,在单一煤层采动时呈“原岩应力—近线性增长—阶跃式下跌”3阶段演化。研究成果可为类似地质条件下煤炭安全开采提供理论参考。 展开更多
关键词 沟谷地形 极近距离煤层群 采空区 顶板损伤 地表裂隙 围岩变形
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辨识和提炼无量纲内禀控制参数
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作者 余同希 《力学与实践》 2025年第4期712-721,共10页
通过几个典型示例来展现工程塑性力学和结构冲击动力学的一些问题中可能存在关键的无量纲内禀参数团组,它们控制着结构的响应模式和变形特征。因此,如果能够在无量纲化和理论建模的过程中有意识地找寻、辨识和提炼出这些无量纲内禀参数... 通过几个典型示例来展现工程塑性力学和结构冲击动力学的一些问题中可能存在关键的无量纲内禀参数团组,它们控制着结构的响应模式和变形特征。因此,如果能够在无量纲化和理论建模的过程中有意识地找寻、辨识和提炼出这些无量纲内禀参数团组,那么对于理解和预测结构在极端条件下的力学行为,以及对于在设计初期选取材料、构型和主要几何参数,都具有极大的意义。 展开更多
关键词 无量纲 内禀参数团组 响应模式 变形特征
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综采工作面过空巷群围岩变形及破坏规律研究 被引量:2
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作者 陈勇 赵瑞 +3 位作者 武振 苏丽君 杨峰 孙强 《中国矿业》 北大核心 2025年第1期154-163,共10页
复杂地质条件矿井煤层无序开采导致大量空巷群遗留,综采工作面过邻近空巷群过程中面临矿压显现规律复杂、围岩控制难的问题。为研究综采工作面过空巷群围岩变形及破坏规律,采用数值模拟方法,研究了南屯煤矿93下21工作面同层空巷、穿层... 复杂地质条件矿井煤层无序开采导致大量空巷群遗留,综采工作面过邻近空巷群过程中面临矿压显现规律复杂、围岩控制难的问题。为研究综采工作面过空巷群围岩变形及破坏规律,采用数值模拟方法,研究了南屯煤矿93下21工作面同层空巷、穿层空巷、下伏空巷开采前后围岩位移、应力及塑性区变化规律。结果表明:空巷破坏主要影响因素为空巷与煤层的层位关系、空巷距煤层距离、空巷角度变化。当空巷距煤层小于5 m时,空巷破坏严重,当空巷距煤层大于5 m时,空巷变形逐渐减小,当空巷距煤层大于10 m时,空巷受采动影响较小。空巷拐角处易产生应力集中现象。针对不同类型空巷提出工作面调斜、局部充填、加强支护过空巷措施;实测结果表明,液压支架工作阻力及煤岩体应力较为稳定,空巷围岩控制效果较好。该研究成果可以为类似综采工作面安全通过空巷群提供借鉴。 展开更多
关键词 空巷群 围岩变形 数值模拟 过空巷措施 FLAC3D软件
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波流作用下网衣张力及变形数值模拟研究
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作者 卢学凯 冯亮 +3 位作者 董双林 高勤峰 胡性涛 梅华东 《中国海洋大学学报(自然科学版)》 北大核心 2025年第8期154-165,共12页
为解决网衣变形及网衣张力在数值模拟中计算量过大的问题,本文基于集中质量法,提出了一种针对网目群化方法的改进策略。改进后的方法在确保网衣体积和质量不变的前提下,通过调整水动力系数与轴向刚度,实现了改进后网衣变形与群化前网衣... 为解决网衣变形及网衣张力在数值模拟中计算量过大的问题,本文基于集中质量法,提出了一种针对网目群化方法的改进策略。改进后的方法在确保网衣体积和质量不变的前提下,通过调整水动力系数与轴向刚度,实现了改进后网衣变形与群化前网衣变形的相似性。同时,本文还基于势流理论,建立了深远海养殖平台“深蓝一号”的数值模型,深入分析了不同流速、波陡和密实度下网衣的张力与变形规律。结果显示:网衣张力和变形随着流速和密实度的增大而增大,但系缚点张力均匀度则随着流速和密实度的增加而减小;在规则波作用下,网衣张力最大值出现在网衣顶部系缚点中部区域,而变形最大值出现在网衣中上部区域,顶部系傅点破断与底部系缚点破断对于网衣的影响最大。实验证明,本文提出的网目群化改进方法准确有效,对于提高网箱水动力学模拟效率和计算精度都具有重要的参考价值。研究结果可为深远海养殖提供有力的理论支撑。 展开更多
关键词 海洋平台 柔性网衣 网目群化 张力 变形
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水平荷载作用下能量桩群桩的变形特性
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作者 吴琪 丁选明 +1 位作者 王成龙 张鼎新 《土木与环境工程学报(中英文)》 北大核心 2025年第3期91-101,共11页
目前外部荷载下能量桩群桩基础热-力学特性的研究主要针对竖向荷载,而对于水平荷载的影响考虑较少。为研究非对称加热、制冷条件下水平受荷能量桩群桩的变形特性,对2×2能量桩群桩的单根桩开展加热、制冷工况下的模型试验并建立能... 目前外部荷载下能量桩群桩基础热-力学特性的研究主要针对竖向荷载,而对于水平荷载的影响考虑较少。为研究非对称加热、制冷条件下水平受荷能量桩群桩的变形特性,对2×2能量桩群桩的单根桩开展加热、制冷工况下的模型试验并建立能量桩群桩三维有限元模型,将实测数据和数值模拟结果进行对比验证,再进行参数分析,研究能量桩群桩单根桩运行过程中桩体的热-力学响应。结果表明:数值模拟结果与试验结果较为吻合,弯矩主要分布在桩体上半部,其峰值和反弯点分别位于土表面以下0.23L_(1)和0.8L_(1)(L_(1)为桩体有效埋置深度);桩身水平位移随深度的增大而减小。水平荷载对桩体变形特性影响更大,但温度的影响不可忽略。在加热和制冷阶段,随着温度升高和降低,能量桩的弯矩、位移均有增大趋势。与只受水平荷载时相比,在水平荷载与温度变化联合作用下,通水温度升高10、20℃能量桩的弯矩峰值M_(max)增加幅度为23.36%、25.46%左右,桩顶水平位移增加幅度为20.59%、21.93%左右;通水温度降低10、20℃能量桩的弯矩峰值M_(max)增加幅度为23.48%、24.39%左右,桩顶水平位移增加幅度为17.97%、21.27%左右。 展开更多
关键词 能量桩 群桩 砂土 变形特性 数值模拟 模型试验
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