期刊文献+

基于准静态法的舱段极限强度研究 被引量:2

Ultimate Strength of Cabin Based on Quasi-Static Method
下载PDF
导出
摘要 随着计算机技术不断发展,非线性有限元法已成为计算和评估结构极限承载能力最有效的方法。在非线性有限元法中,有3种不同的分析方法,分别为弧长法、阻尼因子法和准静态法。准静态法最大的优势在于中心差分进行显式时间积分不存在收敛性问题,能够更好地求解复杂结构崩溃问题。该文基于准静态法开展船体舱段极限强度非线性有限元分析,比较不同时间步长条件下舱段极限强度变化趋势,研究不同材料模型对舱段极限强度的影响规律,并揭示舱段失效机理;为后期船舶结构极限强度研究提供技术支撑。 With the development of the computer technology,the non-linear finite element method has become the most effective method for calculating and evaluating the ultimate bearing capacity of the structure.The non-linear finite element method includes the three different analysis methods,namely the arch length method,the damping factor method and the quasi-static method.The greatest advantages of the quasi-static method is that the center differential has no convergence problem in the explicit time integration,and can better solve the problem of the complex structure collapse.The non-linear finite element analysis of the ultimate strength of the hull cabin has been carried out based on the quasi-static method.The variations of the ultimate strength of the hull cabin under different time steps are compared,and the influence of the different material models on the ultimate strength of the cabin is researched to explore the failure mechanism.It provides technical support for the subsequent research of the ship ultimate strength.
作者 黄鎏炜 夏劲松 HUANG Liu-wei;XIA Jin-song(Marine Design&Research Institute of China,Shanghai 200011,China;China Ship Scientifi c Research Center,Wuxi 214082,China)
出处 《船舶》 2021年第1期35-42,共8页 Ship & Boat
关键词 非线性 极限强度 准静态法 失效机理 non-linear ultimate strength quasi-static method failure mechanism
  • 相关文献

参考文献8

二级参考文献35

  • 1Jeom Kee Paik,Anil Kumar Thayamballi.Ultimate Limit State Design of Steel-Plated Structures[M].Chichester,U K:Wiley,2003.
  • 2ISSC.Report of ISSC Special Task Committee Ⅵ.2-Ultimate Hull Girder Strength[R].Proceedings of ISSC 2000[C].Nagasaki,Japan,2000.
  • 3ABAQUS Analysis User's Manual.7.1.1 SOLVING NONLINEAR PROBLEM[S].Using the damping factor.
  • 4Reckling K A.Behavior of box girder under bending and shear[R].Proceeding of the International Ship & Offshore Structures Congress(ISSC),Pairs,1979,2:46-49.
  • 5万正权.船舶结构极限强度研究进展[C]∥中国造船工程学会船舶力学学术委员会第五届全体会议专集,2002:111-117.
  • 6Common structural rules for double hull oil tankers [ S ]. International Association of Classification Societies, 2010.
  • 7Common structural rules for bulk cu'riers [ S ]. Interna- tional Association of Classification cieties, 2010.
  • 8SOARES C G, LUIS R M, NIKOLOV P, et al. Bench- mark study on the use of simplified structural codes to predict the ultimate strength of a damaged ship hull[ J]. International Shipbuilding Progress, 2008,55:87-107.
  • 9RECKLING K A. Behaviour of box girder under bending and shear [ R ] . Proceeding of ISSC 1 9 9 7 , Pergamon ,1997.
  • 10Smith C.S. Influence of Local Compressive Failure on Ultimate Longitudinal Strength of a Ship's Hull[C]//Proc. Int. Symp. On Practical Design in Shipbuilding, Tokyo. 1977.

共引文献40

同被引文献6

引证文献2

二级引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部