湖南大学学报(自然科学版)
湖南大學學報(自然科學版)
호남대학학보(자연과학판)
JOURNAL OF HUNAN UNIVERSITY(NATURAL SCIENCES EDITION)
2014年
9期
42-47
,共6页
张鹄志%刘霞%易伟建%刘翔
張鵠誌%劉霞%易偉建%劉翔
장곡지%류하%역위건%류상
配筋优化%分离式模型%遗传演化结构优化%多荷载工况%复杂应力构件
配觔優化%分離式模型%遺傳縯化結構優化%多荷載工況%複雜應力構件
배근우화%분리식모형%유전연화결구우화%다하재공황%복잡응력구건
reinforcement layout optimization%separated elements model%genetic evolutionary struc-tural optimization%multiple loading cases%members under complex stress state
遗传演化结构优化算法自提出以来,研究主要针对单荷载工况的情形,研究成果对于指导实际工程设计存在缺陷。为了满足工程应用的需求,本文以 ANSYS有限元软件的非线性分析为平台,选用 solid65单元和link10单元分别模拟混凝土单元和钢筋单元,将分离式模型遗传演化结构优化推广到复杂应力构件多荷载工况下的配筋优化。通过选用开洞深梁和开洞剪力墙作为数值算例以验证,分离式模型遗传演化结构优化可以综合考虑多个荷载工况的影响,减少人为因素的干扰,直观地计算出钢筋配置方案,很好地完成复杂应力构件在多荷载工况下的配筋优化设计,所得的结果符合受力机理,且不会使钢筋过度集中,还因为提高了钢筋的利用效率,所以相比弹性应力设计方法节省了用钢量。
遺傳縯化結構優化算法自提齣以來,研究主要針對單荷載工況的情形,研究成果對于指導實際工程設計存在缺陷。為瞭滿足工程應用的需求,本文以 ANSYS有限元軟件的非線性分析為平檯,選用 solid65單元和link10單元分彆模擬混凝土單元和鋼觔單元,將分離式模型遺傳縯化結構優化推廣到複雜應力構件多荷載工況下的配觔優化。通過選用開洞深樑和開洞剪力牆作為數值算例以驗證,分離式模型遺傳縯化結構優化可以綜閤攷慮多箇荷載工況的影響,減少人為因素的榦擾,直觀地計算齣鋼觔配置方案,很好地完成複雜應力構件在多荷載工況下的配觔優化設計,所得的結果符閤受力機理,且不會使鋼觔過度集中,還因為提高瞭鋼觔的利用效率,所以相比彈性應力設計方法節省瞭用鋼量。
유전연화결구우화산법자제출이래,연구주요침대단하재공황적정형,연구성과대우지도실제공정설계존재결함。위료만족공정응용적수구,본문이 ANSYS유한원연건적비선성분석위평태,선용 solid65단원화link10단원분별모의혼응토단원화강근단원,장분리식모형유전연화결구우화추엄도복잡응력구건다하재공황하적배근우화。통과선용개동심량화개동전력장작위수치산례이험증,분리식모형유전연화결구우화가이종합고필다개하재공황적영향,감소인위인소적간우,직관지계산출강근배치방안,흔호지완성복잡응력구건재다하재공황하적배근우화설계,소득적결과부합수력궤리,차불회사강근과도집중,환인위제고료강근적이용효솔,소이상비탄성응력설계방법절성료용강량。
The genetic evolutionary structural optimization (GESO)is used for single loading case stud-y,but it still needs to be improved in practical engineering.In this paper,Separated elements model GESO was used to design reinforcement layout of the reinforced concrete (RC)members under complex elements stress states and multiple loading cases in order to fulfill the needs of engineering application.Separated el-ements model GESO involves the nonlinear analysis of ANSYS finite element software as a platform,in which solid65 element is chosen as the concrete element,while link10 element is regarded as the reinforce-ment element herein.Separated elements model GESO is further verified by considering deep beams and shear walls with openings as the numerical examples.The reinforcement layout of RC members under complex stress states can be optimized under multiple loading cases including loading combination.The in-fluence of subj ective factors has been dramatically reduced with intuitive reinforcement layout results, which are in accordance with the stress mechanism and will not lead to centralized reinforcement layout. The application of separated elements model GESO can save steel consumption by comparing with elastic stress design method,since the utilization efficiency of reinforcements is also improved.