振动与冲击
振動與遲擊
진동여충격
JOURNAL OF VIBRATION AND SHOCK
2015年
16期
170-175,206
,共7页
陆金钰%张涛%廖杰%舒赣平
陸金鈺%張濤%廖傑%舒贛平
륙금옥%장도%료걸%서공평
径向开合屋盖%可展机理%联合仿真%参数分析%结构响应
徑嚮開閤屋蓋%可展機理%聯閤倣真%參數分析%結構響應
경향개합옥개%가전궤리%연합방진%삼수분석%결구향응
radial retractable roof structure%deployable mechanism%co-simulation%parametric analysis%structural behavior
介绍基于杆系机构原理的径向整体开合屋盖结构,分析其组成、可展机理及运动特点。基于多体动力学原理,运用 ANSYS 及 ADAMS 对径向整体开合屋盖结构的运动全过程进行精细化联合仿真分析。系统考察固定屋盖刚度、轮轨间摩擦系数、轮轨间隙等参数对活动屋盖运动中固定屋盖及活动屋盖挠度、驱动力、活动屋盖连杆弯矩等指标影响。结果表明,固定屋盖刚度对闭合状态下屋盖挠度影响较大,对展开状态下屋盖挠度基本无影响;驱动力随摩擦系数增大、轮轨间隙减小而增大;各响应指标的动力现象普遍存在,波动幅度大小与摩擦系数及轮轨间隙呈正相关趋势。相关结论可为开合屋盖设计提供依据。
介紹基于桿繫機構原理的徑嚮整體開閤屋蓋結構,分析其組成、可展機理及運動特點。基于多體動力學原理,運用 ANSYS 及 ADAMS 對徑嚮整體開閤屋蓋結構的運動全過程進行精細化聯閤倣真分析。繫統攷察固定屋蓋剛度、輪軌間摩抆繫數、輪軌間隙等參數對活動屋蓋運動中固定屋蓋及活動屋蓋撓度、驅動力、活動屋蓋連桿彎矩等指標影響。結果錶明,固定屋蓋剛度對閉閤狀態下屋蓋撓度影響較大,對展開狀態下屋蓋撓度基本無影響;驅動力隨摩抆繫數增大、輪軌間隙減小而增大;各響應指標的動力現象普遍存在,波動幅度大小與摩抆繫數及輪軌間隙呈正相關趨勢。相關結論可為開閤屋蓋設計提供依據。
개소기우간계궤구원리적경향정체개합옥개결구,분석기조성、가전궤리급운동특점。기우다체동역학원리,운용 ANSYS 급 ADAMS 대경향정체개합옥개결구적운동전과정진행정세화연합방진분석。계통고찰고정옥개강도、륜궤간마찰계수、륜궤간극등삼수대활동옥개운동중고정옥개급활동옥개뇨도、구동력、활동옥개련간만구등지표영향。결과표명,고정옥개강도대폐합상태하옥개뇨도영향교대,대전개상태하옥개뇨도기본무영향;구동력수마찰계수증대、륜궤간극감소이증대;각향응지표적동력현상보편존재,파동폭도대소여마찰계수급륜궤간극정정상관추세。상관결론가위개합옥개설계제공의거。
A class of radial retractable roof system based on bar structures was introduced.The structural components,deployable mechanism,and its motion features were analyzed.Based on the theory of multi body dynamics, a co-simulation method of ADAMS and ANSYS to simulate the motion of the radial retractable roof structure was presented.The impacts of parameters such as the stiffness of fixed roof,wheel-track friction coefficient,wheel-track clearance,and the roof velocity on the roof's moving process were examined.The impacts were measured by indicators such as the deflection,driving force,and bending moment of links.It is found that the stiffness of fixed roof has a great influence on the roof deflection under the closed state,while minimal effect under the expansion state.With the increase of friction coefficient and decrease of wheel-track clearance,the driving force increases.The dynamic behaviors of the deployable roof structure are universally existing.The fluctuating range of response curves is of positive correlation with the friction coefficient and the wheel-track clearance.The conclusions could be referential to the design of deployable roof structure in future.