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Experimental and Numerical Investigation on the Ultimate Strength of Stiffened Plates with Scanned Initial Geometrical Imperfection

Experimental and Numerical Investigation on the Ultimate Strength of Stiffened Plates with Scanned Initial Geometrical Imperfection

作     者:YU Yang-zhe FENG Guo-qing LI Chen-feng REN Hui-long 

作者机构:College of Shipbuilding Engineering Harbin Engineering University 

出 版 物:《China Ocean Engineering》 (中国海洋工程(英文版))

年 卷 期:2019年第33卷第4期

页      面:446-458页

核心收录:

学科分类:07[理学] 

基  金:funded by the 7th Generation Ultra Deep Water Drilling Unit Innovation Project 

主  题:Stiffened plate ultimate strength experiment three dimensional laser scanning initial geometric imperfection 

摘      要:The study of the ultimate strength of stiffened plates is a hot topic in ocean engineering. The ultimate strength and behavior of collapse of stiffened plates were investigated using experimental and numerical methods. Two stiffened plates, with one and two half-bays in both longitudinal and transverse directions, were tested under the uniaxial compression. There were clamped boundaries at both ends of the stiffened panels and a restrained boundary on the transverse frames. The novel three-dimensional laser scanning technology was used to measure the initial geometric imperfections and the ultimate deformation of the stiffened panels after the test. The initial geometric deformation was imported into the finite element model, and the ultimate strength and behavior of collapse of the stiffened plates were calculated using the finite element analysis. FE analysis results based on the measured initial geometric imperfections were compared with the test results. It is concluded that structural deformation can be well measured by three-dimensional laser scanning technology, and can be conveniently imported into the finite element analysis. With the measured initial geometric imperfections considered, the FE analysis results agree well with the experimental results in ultimate strength, behavior of collapse, and the ultimate displacement distribution of the stiffened panels.

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