Effect of Coal Loading Conditions on Structural Characteristics of LFTS

H. Eto, K. Iizuka, Ryo Nishigochi, T. Ikoma, Y. Aida, K. Masuda
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Abstract

Indonesia is a main country supplying coal in the Asia-Pacific region, it is important to ensure a stable coal supply to Japan. Because the topography of the seabed near East Kalimantan Island, Indonesia’s main coal production area, is shallow, it is difficult for bulk carriers to reach the coast. Therefore, Large-Scale Floating Coal Transshipment Station (LFTS) was proposed, which will be used as a relay base between coal-barging barges from land and bulk carriers offshore. Installing an LFTS offshore from East Kalimantan is expected to improve coal transport productivity. LFTS can store coal equivalent to five times the capacity of one bulk carrier (total 500,000T), and can accommodate 2 bulk carriers at the same time during offloading. The scale of LFTS is 590m × 160m. The LFTS has a flat spread and the elastic behavior becomes the dominant Structure. The upper part of the LFTS is different rigidity partly because the partition wall to be loaded by dividing the coal into each quality is provided. Loaded coal not only changes the draft of the LFTS but also greatly deforms the LFTS and is expected to cause local stress concentration on the structural members. Therefore, this paper investigates wave response characteristics and stress characteristics with the coal loading of the LFTS, and then evaluation of structural strength by limit state design method. In this study, linear potential theory and the finite element method (FEM) were used to analyze the static hydroelastic motion under various coal loading condition and wave response of LFTS. And, to grasp the local stress concentration occurring inside the LFTS by using the response results, a detailed model modeling a complicated internal structure was prepared. Zooming analysis which is a method of giving the deformation result by the whole model of LFTS as forced displacement to the local detailed model was carried out. As a result, depending on the coal loading condition and wave conditions, it became clear that LFTS will be in a tough situation.
载煤条件对LFTS结构特性的影响
印尼是亚太地区的主要煤炭供应国,确保稳定的对日煤炭供应至关重要。由于印尼主要产煤地区东加里曼丹岛附近的海底地形较浅,散货船很难到达海岸。因此,提出了大型浮式煤炭中转站(LFTS),作为陆上煤炭驳船与海上散货船之间的中转基地。在东加里曼丹的海上安装一个lng lng lng平台有望提高煤炭运输的生产率。LFTS可储存相当于一艘散货船(总容量50万吨)5倍的煤炭,并可同时容纳2艘散货船卸货。LFTS的规模为590m × 160m。LFTS具有平坦的扩展,弹性行为成为主导结构。筒体上部有不同的刚度,部分原因是筒体上部设置了将煤分质加载的隔墙。载煤不仅改变了结构的吃水,而且使结构发生了较大的变形,预计会引起结构构件的局部应力集中。因此,本文研究了LFTS在煤荷载作用下的波动响应特性和应力特性,并采用极限状态设计法对结构强度进行了评估。采用线性位势理论和有限元方法,分析了不同载煤条件下LFTS的静水弹性运动和波动响应。为了利用响应结果掌握LFTS内部发生的局部应力集中情况,建立了复杂内部结构的详细模型。进行了变焦分析,即将LFTS整体模型的变形结果作为强迫位移给出局部详细模型的方法。因此,根据煤炭装载条件和波浪条件,很明显LFTS将处于艰难的境地。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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