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Ultimate Strength of Plate Structure with Initial Imperfections Subjected to Compression(part 2) Perforated Plate

机译:具有初始缺陷的板结构的极限强度受压缩(第2部分)穿孔板

摘要

For weight saving, access and piping, many holes are made on plate structure such as a ship hull and as teel girder bridge. In addition to the existence of hole, the ultimate strength of plate is decreased by initial imperfections caused by the application of welding and gas cutting to fabricate it. And the collapsed failure of such a structure has not ceased to exist. In this report, the numerical analyses of perforated plates with initial deflection subjected to in-plane compression are carried by mentioned means in first report. The deforming behavier, extension of yielding region, collapsed load and collapsed mode on the plate with a hole are investigated. By the results of those analyses, the relations between ultimate strength and mode or value of initial deflection or hole diameter are clarified. Furthermore, the empirical formula on the ultimate strength of perforated plate with initial deflection are introduced for practical use.
机译:为了减轻重量,进入和配管,在船体和钢梁桥等平板结构上开了许多孔。除了存在孔之外,由于采用焊接和气割来制造钢板而产生的初始缺陷也会降低钢板的极限强度。而且,这种结构的倒塌破坏一直没有消失。在本报告中,通过第一个报告中提到的方法对在平面内压缩下具有初始挠度的多孔板进行了数值分析。研究了带孔板的变形行为,屈服区域的扩展,载荷的塌陷和塌陷模式。通过这些分析的结果,阐明了极限强度与模态或初始挠度或孔径的值之​​间的关系。此外,还引入了具有初始挠度的多孔板极限强度的经验公式。

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