A. Alamsyah, Ahmed Reza Falevi, A. I. Wulandari, M. U. Pawara, W. Setiawan, A. Arifuddin
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引用次数: 1
摘要
甲板结构必须足够坚固,使其在给定载荷下工作时不会遭受结构损坏。在这种情况下,应变应力从甲板的强度变得非常重要,至于影响甲板结构强度的因素,其中之一是加劲肋距离。本研究旨在分析滚装船渡轮甲板上的最大应变应力。采用的方法是在甲板结构中改变加劲肋间距的有限元法。研究结果表明,加劲肋距离变化600 mm时,最大释放应力为378,075 N/mm2,最大释放应变为1.77 x 10- 3mm;加劲肋距离变化700 mm时,最大释放应力为383,737 N/mm2,最大释放应变为1.78 x - 3mm;在900毫米加劲肋距离变化的最大压力是389188牛/平方毫米和1.79 x三毫米,最大应变释放在加劲肋1000毫米的距离变化最大应力释放是425388牛/平方毫米的最大应变释放1.8 x 10 3毫米,压力日益增加的价值之后,加劲肋的更远的距离等于0.6%,和压力值变化日益增加之后,加劲肋的更远的距离等于12.24%。
Investigating the Local Stress of Car Deck Ro-Ro 5000 GT
A deck construction must be strong enough that it will not suffer structural damage if it works under a given load. In this case the strain stress becomes very important from the strength of the deck, as for one that affects the strength of the deck construction, one of which is the stiffener distance. This study aims to analyze the maximum strain stress on the deck of the Ferry Ro - ro. The method used is Finite Element Method (FEM) by varying the stiffener distance in the deck construction. The research results obtained, namely the variation of the stiffener distance of 600 mm. 285.5 N/mm2 and the maximum strain released is 1.76 x 10-3 mm, at a variation of 700 mm stiffener distance the maximum stress released is 378,075 N/mm2 and the maximum strain released is 1.77 x 10-3 mm, at a stiffener distance variation 800 mm the maximum stress released is 383,737 N/mm2 and the maximum strain released is 1.78 x -3 mm, at 900 mm stiffener distance variations the maximum stress is 389,188 N/mm2 and the maximum strain released is 1.79 x 10-3 mm, at variations in distance stiffener 1000 mm the maximum stress released is 425,388 N/mm2 and the maximum strain released is 1.8 x 10 -3 mm, The value of strain increasingly increases followed by the farther distance of the stiffener equal 0.6%, and the stress value is at a variation increasingly increases followed by the farther distance of the stiffener equal 12.24%.