Need to solve the differential equation for beam deflection and get the following plot
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Hi all
i am trying to solve the beam defelction equation and get the plot (as shown in image),
can someone guide me further how to code all this, i developed some of it but cant proceede further
thanks for your time

clc
clear
for F=0:0.1:0.5 %force
%F=0;
d=0.6; %diameter mm
l=sqrt(72); %length mm
A=pi/4*d^2; %cross section dia
E=2460; %youngs modulus in MPa
mu=0.3;
G=E*2*(1+mu);
I=1/4*pi*(d/2)^4;
k=1/1.1; %shape factor
i=0;
w(1)=0;
th=35.264*pi/180;
a=F/(k^2*G*A);
b=F/(E*I);
th=32*pi/180;
for x=0:0.2:l
i=i+1;
%w(i)=-a*x+b*x^2/4*(2-l);
w(i)=-(a*x)+(b*x^3/6)-(b*x^2*l/4);
h(i)=w(i)*cos(th);
%w(1,43)=0;
end
x=0:0.2:l;
plot(x+h,w+h)
hold on
plot(-x+h,w+h)
end
3 commentaires
Richard Brown
le 5 Nov 2019
What are you stuck with?
Haris Hameed
le 5 Nov 2019
David Wilson
le 5 Nov 2019
Are you sure you have the correct equations? Typically for beam problems you have a 4th order differential equation (not 1st as you have written), and therefore you need 4 boundary conditions, and to solve it you need bvp4c or equivalent.
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