首页 | 本学科首页   官方微博 | 高级检索  
相似文献
 共查询到20条相似文献,搜索用时 146 毫秒
1.
常仲明 《江苏船舶》2009,26(5):21-25
对在编制绞缆筒系列图册的过程中,如何在轴强度、键强度、绞缆筒强度、缆绳强度,额定拉力、轮毂长度、绞缆简直径及长度、毛坯通用等诸多因素同时满足的条件下,进行系列设计作了探讨。  相似文献   

2.
介绍了我国主导提出的ISO 6482《造船甲板机械绞缆筒外形》国际标准的修订背景、修订过程和主要修订内容,并结合修订点进行了技术解释和分析,为甲板机械设计人员和绞缆筒设计制造方提供技术参考。  相似文献   

3.
周勇  向阳  康斌  郭浩  姚建军 《船海工程》2007,36(5):32-34
为了简化计算及节约计算资源,考虑将绞缆机滚筒组件在三维CAD软件SolidWorks中转换为单一零件来达到模拟实际绞缆机滚筒组件的装配关系,通过MSC.Nastran平台,对绞缆机滚筒进行线性静力分析,并在此基础上对滚筒的强度进行校核,从而为绞缆机滚筒进一步合理改进提供参考。  相似文献   

4.
通过对某船液压绞缆机故障的分析和排除,阐述了该绞缆机故障产生的原因、排除方法以及油马达十字形滑块联轴器的制造方法。  相似文献   

5.
为进一步改进绞缆机离合器的结构优化设计,实现绞缆机离合器的CAE标准化生产,本文先通过计算,然后设计更合理的离合器形式,利用PRO/E软件绘出立体图,采用大型有限元分析软件ANSYS对离合器的应力分布进行了计算和分析,得出了该构件的应力分布图,从而为绞缆机离合器的强度分析研究提供了比较实用的有限元分析方法。  相似文献   

6.
为进一步改进绞缆机离合器的结构优化设计,实现绞缆机离合器的CAE标准化生产,本文先通过计算,然后设计更合理的离合器形式,利用PRO/E软件绘出立体图,采用大型有限元分析软件ANSYS对离合器的应力分布进行了计算和分析,得出了该构件的应力分布图,从而为绞缆机离合器的强度分析研究提供了比较实用的有限元分析方法。  相似文献   

7.
三缆定位系统是绞吸挖泥船的重要定位设备之一,对施工作业能力和船舶安全性方面都有着重要影响。针对三缆定位系统的设计问题,从系统的主要组成、工作原理及设计流程等方面进行论述,形成不同工况下三缆系统所承受的外荷载计算流程,采用频域分析和有限元分析等方法,分析得出缆绳张力的变化规律及筒体结构的受力特点,提出缆绳选型及局部结构设计方法。结果表明,各种工况下,缆绳张力随风速增大而增大,且在同等风浪条件下,处于挖泥作业工况和避风工况的缆绳张力区别较大,应综合考虑。此外,在三缆定位的设计过程中,须对受力较大部位进行特殊考虑与重点加强。  相似文献   

8.
辛黎明 《中国修船》2011,24(3):21-23
文章就某轮液压绞缆机出现的无法放缆及运转中出现的操纵阀芯敲击声的现象,对平衡阀的结构和工作原理进行分析,并提出了调整方法。  相似文献   

9.
针对绞缆机卷筒理论承载能力远大于实际所承受负载造成自重过大的问题,文章通过Ansys Workbench对卷筒进行静力学分析,得出支持负载下卷筒最大应力远小于许用应力值,在此基础上对卷筒进行结构优化和强度校核,同时对比传统的稳定性计算方法和有限元计算方法.结果表明,结构优化后轻量化效果明显,卷筒临界载荷为1 175.2...  相似文献   

10.
传统绞吸式挖泥船多采用钢桩系统移船定位,此方法简单方便,但只适用于浅水和小风浪区域。在深水和大风浪环境下多采用三缆定位模式进行移船定位。本文将根据三缆定位的控制要求设计一套绞吸式挖泥船三缆定位控制系统。  相似文献   

11.
崔科科 《船舶工程》2017,39(8):18-20
介绍约束扭转计算原理,分析集装箱船的结构和受力特点,利用MSC/Nastran软件探讨了集装箱船的扭转强度计算方法。在现有结构形式的基础上,提出几种可能提高结构扭转强度的结构加强方案,通过有限元分析比较各方案对于增加同样重量的钢料船体结构中翘曲应力变化情况,比对抗扭效果,研究在考虑成本基础上提高集装箱船抗扭强度的加强方案优先顺序,结果显示对于支线型集装箱船增加舱口围厚度可更有效提高其抗扭强度。  相似文献   

12.
For some largely damaged ships, the conventional methods are unadaptable to estimate their dynamic characteristics asto ships with symmetrical hull section. Based on dry hull modal analysis of flexure-torsion coupling vibration of unsymmetricalship structures about longitudinal center line, a transfer matrix method to calculate the dynamic characteristics is presented.Taken both shear effect and warping deformations into account, the point and field transfer matrices are derived, and the influ-  相似文献   

13.
集装箱船由于其大开口结构,在进行船体强度校核时必须考虑扭转产生的翘曲应力。本文以KOTA INDAH/INTAH集装箱船为例,通过建立三维有限元模型,应用规范和有限元相结合的方法对船体弯曲应力和翘曲应力进行了计算,并以规划标准进行了判别。  相似文献   

14.
This is Part II in a series of papers. Part I (J Mar Sci Technol 13:154–163) deals with an approach employed to construct a simplified FE model using a 3D compartment model available from the beginning of the ship design process. This paper begins by describing the limitations of an analytical approach based on shear warping beam theory for assessing torsional strength. Next, the structural parts of a container ship that have a negligible effect on hull girder bending strength and torsional strength are determined. This is verified by removing these parts from a conventional FE model and comparing the results obtained using this modified model with those yielded by the original model. The fore end part, the aft end part and the deck house are examined. Since these parts have complicated structures and relevant drawings for them are issued later than cargo structure drawings, modeling them exactly can result in a delay in the completion of the full ship FE model. This paper also verifies the validity of the simplified FE model built by applying the method proposed in Part I and comparing the results obtained with it with those given by a conventional full ship FE model. The stresses on hatch coaming top, the maximum diagonal elongations of the hatch coaming, and the maximum hatch corner movements are evaluated to check the validity of the simplified model.  相似文献   

15.
对于集装箱船而言,货舱角隅处一般存在结构形式的突变,在船体梁发生弯曲、扭转变形时,角隅承受着较大的弯曲正应力及翘曲应力,存在较严重的疲劳问题。本文以MARIC设计的某20000 TEU级超大型集装箱船为例,介绍了货舱内20 ft角隅、箱角角隅及舱口角隅的优化设计思路,通过有限元方法验证了优化方案的有效性。  相似文献   

16.
17.
Structures of ultra large container ships (ULCS) are characterized by large deck openings and low torsional rigidity. It is essential to comprehensively figure out their collapse behaviors under pure torsion with both model experiments and numerical simulations, making an evaluation of their ultimate torsional strength. In this paper, a similar scale model of a 10,000TEU container ship has been designed and manufactured first, in which both geometric similarity and strength similarity are taken into account. Next the collapse behaviors of the test model are detailedly illustrated with both experimentally and numerically obtained results. Then discussions on warping or shear buckling deformations involved in the collapse process of the structure are conducted with extended numerical simulations. Finally, the ultimate torsional strength of the true ship is evaluated according to the similarity theory. Results show that it is the yielding and shear buckling of the side shells that causes the failure of the hull girder under pure torsion. Further nonlinear finite element analysis demonstrates that it may either have warping or shear buckling deformations in the torsional collapse process of the hull girder with a large deck opening, depending on the local rigidity distribution of side shells, which has a significant effect on the ultimate torsional strength of the hull girder.  相似文献   

18.
于峰 《船舶工程》1998,(4):44-46
用有限元分析了驳船缆桩及周围甲板在绞滩力作用下的受力状况,据此对局部结构提出了加强要求。  相似文献   

19.
This paper studies the springing response of a flexible floating barge under an oblique wave. A time domain Rankine panel method was used to represent fluid motion surrounding a flexible seagoing vessel, and a finite element method was used for structural response. For accurate prediction of the structural response under an oblique wave, special attention was given to the structural model, such as the effect of warping distortion and bending-torsion coupling. The Vlasov assumption was followed for a deformable beam element to take into account the effect of warping distortion so that the cross section of the beam deforms out of its original plane without changing its cross-section contour. The coupled equation for both the fluid and structural domain was solved by using the implicit iterative method. A fixed point iteration with a relaxation scheme was employed in this study with the aid of the Aitken δ2 process seeking acceleration of solution convergence. Accuracy of a developed computer program was verified through the comparison with experimental work done by Remy et al. (Experimental and numerical study of the wave response of a flexible barge, Hydroelasticity in Marine Technology, Wuxi, 2006) resulting in good correspondence between the two results.  相似文献   

20.
3 100 TEU集装箱船扭转强度研究   总被引:1,自引:0,他引:1  
本文以3 100 TEU集装箱船为研究对象,参照德国劳氏船级社的GL RULES对集装箱船的要求,应用德国船级社(GL)的GL-DECKFRAME软件建立舱口围扳架模型,对其进行扭转强度计算与分析,得出了最大静水扭矩,总扭矩,波浪水平弯矩,纵向舱口围板最大翘曲应力、应变;并计算出舱口角隅各个方向的最大综合应力;根据结果,提出了优化的舱口板架结构方案。  相似文献   

设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号