船舶力学
船舶力學
선박역학
JOURNAL OF SHIP MECHANICS
2003年
3期
58-67
,共10页
万正权%何福志%卞如冈%蔡新钢
萬正權%何福誌%卞如岡%蔡新鋼
만정권%하복지%변여강%채신강
逐步破坏分析%极限强度%加筋板%船体梁
逐步破壞分析%極限彊度%加觔闆%船體樑
축보파배분석%겁한강도%가근판%선체량
progressive collapse analysis%ultimate strength%stiffened panel%ship's hull gider
船体梁的总纵强度是反映船舶结构安全可靠的最基本的强度指标.船体结构极限强度评估对于船舶结构初步设计、使用、维护和维修都非常重要,因此船体梁极限强度研究成为近几十年来船舶工程界的热点研究课题之一.到目前为止有两种典型的加筋板和船体梁的极限强度分析方法,它们是直接计算法和逐步破坏分析法.本文基于加筋板单元的平均应力应变曲线和逐步破坏分析方法,提出了加筋板和船体梁极限强度的简化分析方法,考虑了初始挠度和残余应力对加筋板单元极限强度的影响.数值结果表明,采用本文简化方法得到的结果与有限元计算结果或其它逐步破坏分析结果比较符合.
船體樑的總縱彊度是反映船舶結構安全可靠的最基本的彊度指標.船體結構極限彊度評估對于船舶結構初步設計、使用、維護和維脩都非常重要,因此船體樑極限彊度研究成為近幾十年來船舶工程界的熱點研究課題之一.到目前為止有兩種典型的加觔闆和船體樑的極限彊度分析方法,它們是直接計算法和逐步破壞分析法.本文基于加觔闆單元的平均應力應變麯線和逐步破壞分析方法,提齣瞭加觔闆和船體樑極限彊度的簡化分析方法,攷慮瞭初始撓度和殘餘應力對加觔闆單元極限彊度的影響.數值結果錶明,採用本文簡化方法得到的結果與有限元計算結果或其它逐步破壞分析結果比較符閤.
선체량적총종강도시반영선박결구안전가고적최기본적강도지표.선체결구겁한강도평고대우선박결구초보설계、사용、유호화유수도비상중요,인차선체량겁한강도연구성위근궤십년래선박공정계적열점연구과제지일.도목전위지유량충전형적가근판화선체량적겁한강도분석방법,타문시직접계산법화축보파배분석법.본문기우가근판단원적평균응력응변곡선화축보파배분석방법,제출료가근판화선체량겁한강도적간화분석방법,고필료초시뇨도화잔여응력대가근판단원겁한강도적영향.수치결과표명,채용본문간화방법득도적결과여유한원계산결과혹기타축보파배분석결과비교부합.
The longitudinal strength of a ship' s hull is the most fundamental strength for ship structures.The assessment of the ultimate strength of a ship structure is very important not only for the initial designbut also for the operation, maintenance, and repair of the structure. Consequently the ultimate strength ofship' s hull girders has been an area of active research domain in the last several decades. There exist twotypical methods to assess the ultimate strength of stiffened panel and hull girder. One is the direct formula-tion and the other is the progressive collapse analysis. In this paper, a simplified method is presented to pre-dict the ultimate strength of stiffened panel and hull girder based on the basic stress - strain relationship ofstiffened plate columns and the progressive collapse analysis. The model accounts for the effect of initial de-flections and residual stresses on the ultimate strength of stiffened plate columns. The numerical examplesshow that the results obtained from the present method are in good agreement with numerical results by finiteelement analysis and the different progressive collapse analysis.