大深度载人潜水器低速大漂角模糊滑模航向控制研究   总被引：1，自引：0，他引：1  

马岭  崔维成 《海洋工程》2006,24(3):74-78

通过模型试验测量大深度载人潜水器低速大漂角运动时所受到的非线性水动力。基于一种新的模糊滑模控制策略,为潜水器设计了鲁棒航向控制器。在不同的漂角子区间内分别设计局部镇定的滑模控制器,然后通过Takagi-Sugeno模糊推理系统将它们光滑连接,得到模糊滑模控制。仿真计算结果充分显示了该控制策略的有效性。  相似文献   

地面大直径应急救援钻孔成孔工艺设计与分析     

郝世俊  莫海涛 《煤田地质与勘探》2021,49(1):277-284

地面大直径钻孔可作为井下被困人员的逃生通道,是矿山事故造成人员被困井下时重要的应急救援方案之一。而常规大直径工程孔以泥浆正循环、多级扩孔工艺为主成孔,无法满足救援要求。着眼于大直径孔救援逃生目的,阐明包括精准透巷、优化孔身结构、高效成孔和安全透巷等四项成孔工艺设计原则;以此为指导,针对覆盖层钻进、二开基岩层钻进、下套管及固井具体施工情况,分析了全套管钻进、导向孔下导管钻进及集束式潜孔锤扩孔钻进、浮力法下套管及内插法固井等技术;借用巷道围岩松动圈及塑性区成熟理论,视透巷钻进所破坏的塑性区岩体为潜在垮落体,进行顶板稳定校核,提出了安全透巷距离及位置等关键参数设计选取方法,为地面大直径应急救援钻孔施工提供技术支持。   相似文献   

线路上任意一点对应中桩平面坐标在统一模型中的计算     

郭瑾  高超英  张宇  叶慧英 《吉林地质》2006,25(4):56-60

本文给出了交通线路任意点对应中桩平面坐标计算的统一模型,并就直线段、圆曲线段、缓和曲线段三种线型具体展开,给出其理论公式和实际计算方法。  相似文献   

A hypoplastic macroelement formulation for single batter piles in sand          下载免费PDF全文

Zheng Li  Panagiotis Kotronis  Sandra Escoffier  Claudio Tamagnini 《国际地质力学数值与分析法杂志》2018,42(12):1346-1365

Batter piles are widely used in geotechnical engineering when substantial lateral resistance is needed or to avoid the interference with existing underground constructions. Nevertheless, there is a lack of fast numerical tools for nonlinear soil‐structure interactions problems for this type of foundation. A novel hypoplastic macroelement is proposed, able to reproduce the nonlinear response of a single batter pile in sand under monotonic and cyclic static loadings. The behavior of batter piles (15°, 30°, and 45°) is first numerically investigated using 3D finite element modeling and compared with the behavior of vertical piles. It is shown that their response mainly depends on the pile inclination and the loading direction. Then, starting from the macroelement for single vertical piles in sand by Li et al (Acta Geotechnica, 11(2):373‐390, 2016), an extension is proposed to take into account the pile inclination introducing simple analytical equations in the expression describing the failure surface. 3D finite element numerical models are adopted to validate the macroelement that is proven able to reproduce the nonlinear behavior in terms of global quantities (forces‐displacements) and to significantly reduce the necessary computational time.  相似文献   

广州港新沙港区板桩码头结构设计方案比选分析     

刘洪超  李华 《海岸工程》2020,39(1):53-59

介绍了广州港新沙港区板桩码头主要内力计算方法及常用软件,结合设计过程、工程地质情况、现场实际施工情况,着重从受力合理性、施工便利性、节省造价方面,对提出的钢板桩方案、钢管板桩方案进行比较分析,确定了钢管板桩结构更合理,并对优势进行总结。研究表明相对于钢板桩结构,钢管板桩结构在抗弯、抗变形、拉杆拉力和锚碇墙稳定性、对复杂地基(软弱土层较厚、岩层标高较高的地基)适应性、兼顾桩基基础、施工速度等方面更具备优势,且钢管板桩结构可更好的适应码头的大型化和深水化发展,在类似工程设计中可优先采用钢管板桩结构。  相似文献   

基于CFD-FEM的浮式结构水弹性响应数值模拟     

刘一  朱仁庆  程勇  谢彤  李润泽 《海洋工程》2020,38(6):24-32

开发并验证了一种基于CFD-FEM耦合的弹性浮体水弹性响应计算模拟方法。采用CFD方法建立黏性数值水池模拟非线性波浪，弹性浮板进行有限元离散，并在交界面进行数据交互实现耦合计算；通过与水池试验数据和三维板理论在各种波浪环境下的浮体垂向位移结果对比，证实CFD-FEM耦合方法的有效性。并进一步研究了浮板的厚度、入射波波幅和浮板的三维效应对浮板水弹性响应的影响。结论表明，波幅的增加会加剧弹性浮板的水弹性响应，浮板各点处的垂向位移随波幅的增加而增大；当浮板厚度改变时，不同厚度浮板自由端处的垂向位移差异较小，而在中部等位置处，厚度对浮板的水弹性响应有较大的影响。  相似文献   

A novel computational approach for large deformation and post‐failure analyses of segmental retaining wall systems     

Ha H. Bui  Jayantha K. Kodikara  Abdelmalek Bouazza  Asadul Haque  Pathegama G. Ranjith 《国际地质力学数值与分析法杂志》2014,38(13):1321-1340

Segmental retaining wall (SRW) systems are commonly used in geotechnical practice to stabilize cut and fill slopes. Because of their flexibility, these systems can tolerate minor movements and settlements without incurring damage or crack. Despite these advantages, very few numerical studies of large deformations and post‐failure behavior of SRW systems are found in the current literature. Traditional numerical methods, such as the finite element method, suffer from mesh entanglement, thus are unable to simulate large deformations and flexible behavior of retaining wall blocks in SRW systems. To overcome the above limitations, a novel computational framework based on the smoothed particle hydrodynamics (SPH) method was developed to simulate large deformations and post‐failure behavior of soils and retaining wall blocks in SRW systems. The proposed numerical framework is a hybrid continuum/discontinuum approach that can model soil as an elasto‐plastic material and retaining wall blocks as independent rigid bodies associated with both translational and rotational degrees of freedom. A new contact model is proposed within the SPH framework to simulate the interaction between the soil and the blocks and between the blocks. As an application of the proposed numerical method, a two‐dimensional simulation of an SRW collapse was simulated and compared to experimental results conducted under the same conditions. The results showed that the proposed computational approach provided satisfactory agreement with the experiment. This suggests that the new framework is a promising numerical approach to model SRW systems. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Static analysis of vertically loaded pile group in multilayered transversely isotropic soils     

Zhi Yong Ai  Yuan Feng Chen  Xiao Bin Jiang 《国际地质力学数值与分析法杂志》2020,44(15):2114-2131

In this paper, a coupling approach is presented to study the static responses of vertically loaded pile group embedded in multilayered transversely isotropic soils. The individual pile in pile group is modeled by the finite element method, while the analytical layer-element method is applied to represent the soil's behavior. Then, the interaction equation of piles and soils is obtained by considering the force equilibrium and displacement compatibility conditions and solved by a FORTRAN program. The results computed by the proposed approach compare favorably with those from some existing solutions and field test. Some typical parametric analysis cases are investigated to study the effect of soil anisotropy, pile stiffness ratio, and pile spacing on the behavior of vertically loaded pile group.  相似文献   

基于点面关系构建的线基元点云配准算法     

柴双武  杨晓琴 《大地测量与地球动力学》2020,40(4):405-410

针对传统的点特征点云配准算法不能解决缺失同名点的配准问题,从点在平面上的几何关系出发,利用具有较强几何约束能力的直线特征,推导出基于单位四元数表征的无需同名直线端点完全对应的点云配准模型。结果表明,该模型不仅能够同步求解配准参数,还适用于大旋转角的配准问题,同时降低了配准模型对参数初值的要求,增强了配准模型的稳定性和实用性。  相似文献   

珊瑚砂地质条件下钢板桩结构可靠性分析     

韩意  张磊  吴伟东 《海洋工程》2020,38(5):142-148

在热带地区开展水运工程设计施工项目，经常会遇到珊瑚砂地质，其力学特性较为特别，强度低、易碎、黏性低，力学指标变异性较大，国内现有设计规范对珊瑚砂地质条件特殊性考虑不足，设计人员在相关设计参数选取时经常忽略采用可靠度理论进行结构安全复核。以马尔代夫机场扩建项目为案例，运用可靠度理论分析了珊瑚砂力学指标的高变异性对钢板桩结构稳定可靠度的影响。根据分析，在珊瑚砂地质条件下，按照《码头结构设计规范》（JTS167-2018）进行稳定性计算，得出的结果偏于危险，应引起结构设计人员的重视。在进行结构设计时，应同时按照《港口工程结构可靠性设计统一标准》（GB50158-2010）复核板桩结构可靠度。同时，珊瑚砂较小的黏性，在进行结构可靠度计算时可以忽略。  相似文献