error in matrix multiplication and integration

조회 수: 12 (최근 30일)
Milan
Milan 2022년 10월 27일
댓글: Walter Roberson 2022년 10월 28일
%%
clc;
clear;
syms x;
%pi = 180.;
% syms y_x;
% syms y_x_das;
L = 100.;
E = 29000. ;
c = 0.1*L;
d_0 = 5.;
d_1 = 2.*d_0;
d_x = 2.*d_0*(x/(2.*L));
b = 2.;
I_z = (b*d_x.^3)/12.;
G = 11000.;
A_x = b*d_x;
As = 5/6*A_x;
y_x = c*sin(2*pi*x/L);
y_x_das = diff(y_x);
theta_2 = atan(y_x_das);
Q_a = [-cos(theta_2) -sin(theta_2) 0];
Q_s = [-sin(theta_2) -cos(theta_2) 0];
Q_b = [-c*sin((2*pi*x)/L) x -1];
%%
%flexibility matrix
d1= sqrt(1 + y_x_das.^2).*((Q_a'.*Q_a)./(A_x*E));
d1_int = integral(@(x) d1(), 0, 100., 'ArrayValued', 1);
Error using superiorfloat
Inputs must be floats, namely single or double.

Error in integralCalc/iterateArrayValued (line 159)
outcls = superiorfloat(x,fxj);

Error in integralCalc/vadapt (line 130)
[q,errbnd] = iterateArrayValued(u,tinterval,pathlen);

Error in integralCalc (line 75)
[q,errbnd] = vadapt(@AtoBInvTransform,interval);

Error in integral (line 87)
Q = integralCalc(fun,a,b,opstruct);
  댓글 수: 9
Milan
Milan 2022년 10월 28일
편집: Torsten 2022년 10월 28일
%unit inch, ksi,
clc;
clear;
close;
Pi = sym(pi);
syms x real
L = 100.;
E = 29000. ;
c = 0.1*L;
d_0 = 5.;
b = 2.;
d_1 = b*d_0;
d_x = @(x) 2.*d_0*(1-(x/(2.*L)));
b = 2.;
I_z = @(x) (b*d_x(x).^3)/12.;
G = 11000.;
A_x = @(x) b*d_x(x);
As = @(x) 5/6*A_x(x);
y_x = @(x) c*sin(2*Pi*x/L);
y_x_das = @(x) gradient(y_x(x))./gradient(x);
theta_2 = @(x) atan(y_x_das(x));
Q_a = @(x) [-cos(theta_2(x)) -sin(theta_2(x)) 0];
Q_s = @(x) [sin(theta_2(x)) -cos(theta_2(x)) 0];
Q_b = @(x) [-c*sin((2*Pi*x)/L) x -1];
%%
%flexibility matrix
d1 = @(x) sqrt(1 + y_x_das(x).^2).*((Q_a(x)'.*Q_a(x))./(A_x(x)*E));
d1_x = d1(x);
d1_int = int(d1_x, 1e-8, L);
d_11 = vpa(d1_int);
d2 = @(x) sqrt(1 + y_x_das(x).^2).*(Q_s(x)'.*Q_s(x))./(G*As(x));
d2_x = d2(x);
d2_int = int(d2_x, 1e-8, L);
d_22 = vpa(d2_int);
%no shear consideration
% G_noshear = Inf;
% d2_noshear = @(x) sqrt(1 + y_x_das(x).^2).*(Q_s(x)'.*Q_s(x))./(G_noshear*As(x));
% d2_x_noshear = d2_noshear(x);
% d2_int_noshear = int(d2_x, 1e-8, L);
% d_22_noshear = vpa(d2_int);
d_22_noshear = 0;
d3 = @(x) sqrt(1 + y_x_das(x).^2).*(Q_b(x)'.*Q_b(x)) ./(E*I_z(x));
d3_x = d3(x);
d3_int = int(d3_x, 1e-8, L);
d_33 = vpa(d3_int);
d = d_11+d_22+d_33; %flexibility matrix
d_noshear = d_11+d_33;
% equllibrium matrix
phi = [-1 0 0; 0 -1 0; 0 L -1];
%Siffness matrix
Kff = inv(d);
Kfs = inv(d)*phi';
Ksf = phi*inv(d);
Kss = phi*inv(d)*phi';
K = round([Kff Kfs; Ksf Kss], 2);
%no shear stiffness matrix
Kff_ns = inv(d_noshear);
Kfs_ns = inv(d_noshear)*phi';
Ksf_ns = phi*inv(d_noshear);
Kss_ns = phi*inv(d_noshear)*phi';
K_noshear = round([Kff_ns Kfs_ns; Ksf_ns Kss_ns], 2)
K_noshear = 
% K = [inv(d) inv(d).*phi';
% phi.*inv(d) phi.*inv(d).*phi'];
sdof = ([1, 2, 5]);
fdof = ([3,4,6]);
K_ff = K(fdof, fdof);
f_f = [300 100 0]';
delta_f = inv(K_ff)*f_f;
theta_z1 = round(delta_f(1,:),5);
Walter Roberson
Walter Roberson 2022년 10월 28일
mat2str() will show it with just one []
Note: mat2str() may lose the bottom bit of numbers. format long g loses the bottom bit of numbers. If you need to be able to exactly reproduce the array then you will need to create your own function to convert it.

댓글을 달려면 로그인하십시오.

답변 (0개)

카테고리

Help CenterFile Exchange에서 Linear Algebra에 대해 자세히 알아보기

Community Treasure Hunt

Find the treasures in MATLAB Central and discover how the community can help you!

Start Hunting!

Translated by