科学计算科学计算 (37).pdf
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1、6.36.3 Application Application Examples Examples of of System System of of Linear EquationsLinear EquationsProblems of the force analysis of plane truss structuresProblems of the calculating asteroid orbits1 1Problems of the Problems of the F Force orce A Analysis of nalysis of P Plane lane T Truss
2、russ S StructurestructuresTruss is a common structure in engineering.A truss in which members are in the same plane is called a plane truss.A plane truss structure is composed of 13 member bars connected to 8 nodes.A specified load is applied to node B,E and G,and find the axial force on each member
3、 of the truss.For a statically balanced truss,its nodes must also be balanced,which means the sum of forces in the horizontal or vertical directions must be zero at any node.Therefore,we can list two independent equilibrium equations for each node,thus get the axial force of the members.For 8 nodes,
4、16 equations can be listed,and the number of equations is more than the number of unknown numbers,13.In order to make the truss statically determinate,which means to make the question have only one answer,we assume that nodeAis rigidly fixed in the horizontal and vertical directions,while node H is
5、rigidly fixed only in the vertical direction.Take node E as an example,its force is shown in the figure.Write the equilibrium equation:horizontal direction:f5cos45+f6=f9cos45+f10vertical direction:f5sin45+f7+f9sin45=15Define the argment ,then the equilibrium equation at point E can be obtained.=2/2N
6、ode B:f2=f6f3=10Node C:f1=f4+f5f1+f3+f5=0Node D:f4=f8f7=0Node E:f5+f6=f9+f10f5+f7+f9=15Node F:f10=f13f11=20Node G:f8+f9=f12f9+f11+f12=0Node H:f13+f12=0Node H is rigidly fixed only in the vertical direction,and only has equilibrium equation in horizontaldirection.This is a system of linear equations
7、containing 13unknowns.Vector f,the axial force of the member,can be easily calculated by MATLAB.alpha=sqrt(2)/2;A=0,1,0,0,0,-1,0,0,0,0,0,0,0;0,0,1,0,0,0,0,0,0,0,0,0,0;alpha,0,0,-1,-alpha,0,0,0,0,0,0,0,0;alpha,0,1,0,alpha,0,0,0,0,0,0,0,0;0,0,0,1,0,0,0,-1,0,0,0,0,0;0,0,0,0,0,0,1,0,0,0,0,0,0;0,0,0,0,al
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