绞吸挖泥船加长梯架的强度分析

Hariyono Hariyono, G. Sitepu, M. Alie
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引用次数: 0

摘要

采矿活动进行得越频繁,海底的锡就越深,因此许多船东希望增加生产吸力船上的梯子长度。KIP Timah 8吸力船的船东将把梯子的长度从原来的58米增加到70米。本文研究了梯架结构被拉伸前后的响应、梯架结构在滑轮区域的极限强度、纵向梯架结构在竖向弯矩作用下的极限强度。梯子结构的长度随后增加,从58米、62米、66米到70米,每增加一次长度,梯子的斜角从00度、300度、45度到600度不等。本文在ansys软件的帮助下,采用了数值计算的方法。被检查的结构只在船梯区域。梯架结构伸展前后的响应,当梯架长度为70 m且仍满足许用应力时,最大应力值出现在距梯轴49 m处的支杆结构,为56.88 N/mm2,最大位移为14.28 mm。非线性有限元分析(NLFEA)方法的极限强度研究。通过对纵向梯架结构在距梯轴42 m处的横吊和下垂条件下的强度分析,得出柱内最大挠度为加载前初始位置的131.73 mm。而在60度角时,当偏转66.17 mm时,它会崩溃。分析结果表明,作用在梯架上的载荷(管柱载荷、刀具载荷和刀具扭矩)产生的应力仍然满足梯架越长与产生的应力和挠度值成正比的应力,梯架坡度越大,应力和挠度越小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Strength Analysis Due to the Elongation’s Ladder of Cutter Suction Dredger Ship
The more frequent mining activities are carried out, the deeper the tin on the seabed, therefore many ship owners want to increase the length of the ladder on production suction vessels. The owner of the KIP Timah 8 suction boat will increase the length of the ladder to 70 meters, which previously was only 58 meters. The paper research are the response of the ladder structure before and after being extended, the limit strength of the ladder structure in the pulley area, then the ultimate strength of the longitudinal ladder structure due to the vertical bending moment. Lenght of the ladder construction subsequently increases commencing 58 m, 62 m, 66 m, to 70 m with each increase in length varying the slope angle of the ladder starting from 0o, 30o, 45o, to 60o. This paper uses a numerical method with the help of ansys software. The structure being reviewed is only in the ship ladder area. The response of the ladder structure before and after being extended, the maximum stress value occurs in the strut construction which is 49 meters from the ladder shaft, which is 56.88 N/mm2 and the maximum shift is 14.28 mm when the ladder length is 70 meters and still meets the allowable stress. Investigation of the limit strength using the Nonlinear Finite Element Analysis (NLFEA) method. Based on the results the analysis of the strength longitudinal ladder structure in the hogging and sagging conditions 42 meters from the ladder shaft, the maximum deflection in the column is 131.73 mm from the initial position before being loaded. While at an angle of 60 degrees it will collapse when deflection 66.17 mm. The results of the analysis showed that the load acting on the ladder the pipe load, cutter load and cutter torque the resulting stress still meets the stress that the longer ladder is directly proportional to the resulting stress and deflection value and the greater the slope of the ladder, the smaller stress and deflection.
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