太原科技大学学报
太原科技大學學報
태원과기대학학보
JOURNAL OF TAIYUAN UNIVERSITY OF SCIENCE AND TECHNOLOGY
2012年
2期
132-136
,共5页
桁架梁%数学模型%结构分析%受力计算%MATLAB仿真
桁架樑%數學模型%結構分析%受力計算%MATLAB倣真
항가량%수학모형%결구분석%수력계산%MATLAB방진
truss beam%mathematical model%structure analysis%force calculation%MATLAB simulation
针对空间桁架梁杆件多、载荷工况复杂、计算量大、内力图多等特点,运用节点法总结并归纳出桁架梁的各个杆件的内力计算递推公式,并用MATLAB软件进行了仿真计算。该方法是根据推导出的计算公式,运用数学变换来建立空间桁架梁数学模型,确定变量之间的函数关系,分步编制弦杆和腹杆的内力计算程序仿真输出数据和图形。通过仿真得到桁架梁的各杆件在不同的载荷组合工况下的受力情况,找出在最不利工况下的受力杆件,为结构的轻量化研究提供理论基础。
針對空間桁架樑桿件多、載荷工況複雜、計算量大、內力圖多等特點,運用節點法總結併歸納齣桁架樑的各箇桿件的內力計算遞推公式,併用MATLAB軟件進行瞭倣真計算。該方法是根據推導齣的計算公式,運用數學變換來建立空間桁架樑數學模型,確定變量之間的函數關繫,分步編製絃桿和腹桿的內力計算程序倣真輸齣數據和圖形。通過倣真得到桁架樑的各桿件在不同的載荷組閤工況下的受力情況,找齣在最不利工況下的受力桿件,為結構的輕量化研究提供理論基礎。
침대공간항가량간건다、재하공황복잡、계산량대、내력도다등특점,운용절점법총결병귀납출항가량적각개간건적내력계산체추공식,병용MATLAB연건진행료방진계산。해방법시근거추도출적계산공식,운용수학변환래건립공간항가량수학모형,학정변량지간적함수관계,분보편제현간화복간적내력계산정서방진수출수거화도형。통과방진득도항가량적각간건재불동적재하조합공황하적수력정황,조출재최불리공황하적수력간건,위결구적경양화연구제공이론기출。
For the characteristics of the space truss beam such as many bars,complex load cases,large amounts of calculation,internal force diagram,the node method was used to summarize and deduce a recursive formula which was used for calculating each internal force of the truss rod,and its simulation calculation could be conducted with software MATLAB.According to the calculation formula deduced,this method uses mathematical transformation to build a space truss beam mathematical model,to determine the functional relationship between variables,and then to simulate output data and graphics through outputting the internal force calculation program of the chords and web members step-by-step.The stress state of the truss rod under different load combinations conditions can be obtained through the simulation results,and the force-bearing rod under the most unfavorable conditions was found out to provide a theoretical foundation for structural lightweight research.