机械工程学报
機械工程學報
궤계공정학보
CHINESE JOURNAL OF MECHANICAL ENGINEERING
2014年
23期
134-139
,共6页
焦洪宇%周奇才%吴青龙%李文军%李英
焦洪宇%週奇纔%吳青龍%李文軍%李英
초홍우%주기재%오청룡%리문군%리영
桥式起重机%箱型主梁%周期性%拓扑优化
橋式起重機%箱型主樑%週期性%拓撲優化
교식기중궤%상형주량%주기성%탁복우화
bridge crane%box-type girder%periodicity%topology optimization
桥式起重机主梁长度方向尺寸远大于高度和宽度方向,常规的拓扑优化方法无法获得清晰的、周期性的拓扑形式或求解困难。为了实现桥式起重机主梁的拓扑优化,得到具有周期性的、易于加工的结构拓扑形式。把主梁优化域划分成若干个子域,构建子域与优化域之间的关系。建立以优化域内单元相对密度为设计变量、以体积约束下最小柔度为目标函数的主梁周期性拓扑优化数学模型。在主梁强度和静态刚度准则下开展主梁周期性拓扑优化应用研究。结果表明,在优化过程中,各子域内同时出现孔洞,且具有周期性。直到周期性拓扑优化结束,获得具有类似“桁架式”结构的拓扑形式。子域数目取值不同时,均可获得周期性的拓扑形式,且具有良好的一致性和工艺性。为桥式起重机结构轻量化研究提出一种可行的方法。
橋式起重機主樑長度方嚮呎吋遠大于高度和寬度方嚮,常規的拓撲優化方法無法穫得清晰的、週期性的拓撲形式或求解睏難。為瞭實現橋式起重機主樑的拓撲優化,得到具有週期性的、易于加工的結構拓撲形式。把主樑優化域劃分成若榦箇子域,構建子域與優化域之間的關繫。建立以優化域內單元相對密度為設計變量、以體積約束下最小柔度為目標函數的主樑週期性拓撲優化數學模型。在主樑彊度和靜態剛度準則下開展主樑週期性拓撲優化應用研究。結果錶明,在優化過程中,各子域內同時齣現孔洞,且具有週期性。直到週期性拓撲優化結束,穫得具有類似“桁架式”結構的拓撲形式。子域數目取值不同時,均可穫得週期性的拓撲形式,且具有良好的一緻性和工藝性。為橋式起重機結構輕量化研究提齣一種可行的方法。
교식기중궤주량장도방향척촌원대우고도화관도방향,상규적탁복우화방법무법획득청석적、주기성적탁복형식혹구해곤난。위료실현교식기중궤주량적탁복우화,득도구유주기성적、역우가공적결구탁복형식。파주량우화역화분성약간개자역,구건자역여우화역지간적관계。건립이우화역내단원상대밀도위설계변량、이체적약속하최소유도위목표함수적주량주기성탁복우화수학모형。재주량강도화정태강도준칙하개전주량주기성탁복우화응용연구。결과표명,재우화과정중,각자역내동시출현공동,차구유주기성。직도주기성탁복우화결속,획득구유유사“항가식”결구적탁복형식。자역수목취치불동시,균가획득주기성적탁복형식,차구유량호적일치성화공예성。위교식기중궤결구경양화연구제출일충가행적방법。
The length of box-type girder of bridge crane is much greater than the height and width. It is difficult to obtain a solution or a clear and periodic topology configuration using conventional algorithm. In order to obtain a periodic structure which is easy to manufacture, periodic topology optimization is applied to the lightweight design of bridge crane’s girder. The optimization domain of girder is divided into some sub-domains and the relation between sub-domains and optimization domain is structured. The mathematical model of girder for periodic topology optimization is built, in which mean compliance is taken as objective function under volume constraint condition. Periodic topology optimization of girder is researched under the strength and static rigidity criterion. Results show that periodic holes are appeared in sub-domains during optimization process. Until periodic topology optimization is over, a similar trussed topology configuration is obtained. Even when the number of sub-domains is different, periodic topology configuration which has a good consistency and manufacturability is achieved. A feasible approach is proposed aiming at lightweight design for bridge crane.