船海工程
船海工程
선해공정
SHIP & OCEAN ENGINEERING
2013年
6期
33-37,41
,共6页
干货船%大通舱%设计波法%全船有限元分析
榦貨船%大通艙%設計波法%全船有限元分析
간화선%대통창%설계파법%전선유한원분석
dry cargo ship%single hatch%design wave approach%global ship FEA
为准确评估超规范的载重3600 t大通舱干货船的弯扭强度及变形水平,采取全船水动力分析及全船有限元直接计算的方法,对各工况下的主要载荷参数进行长期预报,推导出对应等效设计波各参数。根据等效设计波求出各工况全船所受的波浪诱导动载荷,施加到全船有限元模型上,进而对船体弯扭强度及变形水平进行评估。比较了单舱船及货舱中部设一道横舱壁的两舱船,得出单舱船屈曲强度不足的结论,并提出改善屈曲强度的方案。
為準確評估超規範的載重3600 t大通艙榦貨船的彎扭彊度及變形水平,採取全船水動力分析及全船有限元直接計算的方法,對各工況下的主要載荷參數進行長期預報,推導齣對應等效設計波各參數。根據等效設計波求齣各工況全船所受的波浪誘導動載荷,施加到全船有限元模型上,進而對船體彎扭彊度及變形水平進行評估。比較瞭單艙船及貨艙中部設一道橫艙壁的兩艙船,得齣單艙船屈麯彊度不足的結論,併提齣改善屈麯彊度的方案。
위준학평고초규범적재중3600 t대통창간화선적만뉴강도급변형수평,채취전선수동력분석급전선유한원직접계산적방법,대각공황하적주요재하삼수진행장기예보,추도출대응등효설계파각삼수。근거등효설계파구출각공황전선소수적파랑유도동재하,시가도전선유한원모형상,진이대선체만뉴강도급변형수평진행평고。비교료단창선급화창중부설일도횡창벽적량창선,득출단창선굴곡강도불족적결론,병제출개선굴곡강도적방안。
To evaluate the deformation , yield strength and buckling of the 3 600 DWT dry cargo ship , the direct calculation of hydrodynamic loadings was carried out to get the long-term prediction of the dominant load parameters in each load case , find out the parameters of the equivalent design waves , then predict the wave-induced hydrodynamic loads and ship motion of the glob-al ship.Based on the wave loading and inertia loads , the structural strength and stiffness of the global hull were direct assessed by FEM for two goal ships , one has just single hatch and another has a bulkhead in the mid-ship.The calculation results showed that single hatch can't meet the buckling criterion , so a scheme to enhance the buckling strength was given .