考虑裂纹缺陷的双筋加筋板在极端轴向循环载荷下的极限强度试验研究

Experimental study on ultimate strength of stiffened plates with double stiffeners under extreme axial cyclic load

  • 摘要: 研究旨在通过模型试验的方法探讨考虑裂纹缺陷的船体加筋板在极端轴向循环载荷下的极限强度行为。试验模型为双筋加筋板试件,模型设计更为贴合工程实际且兼顾测量精度。共设置7种模型工况以讨论裂纹分布、累积塑性残余变形、加载模式对双筋加筋板极限强度的影响,辅以有限元仿真模拟的结果作为对照。试验中关于加强筋对称分布的裂纹加筋板极限强度下降幅值最大;当考虑累积塑性残余变形时,加筋板的极限强度在经历3次循环载荷后下降了40%之多,而不考虑残余变形时,3次循环后极限强度的削减仅在10%以内;当循环中有拉载荷存在时,削减也仅在10%左右。加筋板中加强筋附近的区域在结构中起到了主要承载作用,极端轴向循环载荷下累积塑性残余变形对加筋板极限强度影响显著,循环载荷中的拉载荷对加筋板的极限强度有增强的效果。

     

    Abstract: The study aims to investigate the ultimate strength behavior of ship hull stiffened plates with crack defects under extreme axial cyclic loading through model testing. The test model is a double-stiffened plate specimen, which is designed to be more practical for engineering applications while maintaining measurement accuracy. Seven model conditions are set to discuss the effects of crack distribution, accumulative plastic residual deformation, and loading mode on the ultimate strength of the double-stiffened plate. Finite element simulation results are supplemented for comparison. In the test, the ultimate strength of the stiffened plate with symmetrically distributed cracks across the stiffeners is the largest. The ultimate strength of the stiffened plate decreased by about 40% after three cycles of loading when considering the accumulative plastic residual deformation. While without considering the residual deformation, the decrease in ultimate strength after three cycles is only within 10%. The reduction is also around 10% when tensile load is included in the cycles. This indicates that the main load-bearing area of the stiffened plate is near the stiffeners, and accumulative plastic residual deformation under extreme axial cyclic loading has a significant impact on the ultimate strength of the stiffened plate. The tensile load in the cyclic loading has an enhancing effect on the ultimate strength of the stiffened panel.

     

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