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Part H
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mattmaliniak
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Dec 15, 2017
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function re = Rel_error (T) | ||
% Rel_error: calculates relative error of a vector | ||
% re = Rel_error (T) | ||
% input: | ||
% T = vector of numbers | ||
% output: | ||
% re = relative error of vector | ||
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re = zeros(1,length(T)-1); | ||
for i = 2:length(T) | ||
re(i-1)= abs(T(i)-T(i-1))/T(i-1); | ||
end |
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function [pw_se,w]=SE_diff(T,P,n) | ||
% SE_diff: calculates difference between strain energy and work done by pressure in | ||
% membrane | ||
% [pw_se,w]=SE_diff(T,P,n) | ||
% input: | ||
% T = Tension (microNewton/micrometer) | ||
% P = Pressure (MPa) | ||
% n = number of rows and columns of interior nodes | ||
% output: | ||
% pw_se = difference between strain energy and work done by pressure in | ||
% membrane | ||
% w = vector of displacement of interior nodes | ||
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E = 1000000; %TPa Units may need to be changed | ||
v = .31; %Poissons ratio | ||
t = .0003; %um | ||
h = 10/(n+1); %nm | ||
w = membrane_solution(T,P,n); | ||
z = zeros(n+2); | ||
z(2:end-1,2:end-1) = reshape(w,[n n]); | ||
num = n + 1; | ||
wbar = zeros(num); | ||
for i = 1:num | ||
for j = 1:num | ||
wbar(i,j) = mean([z(i,j),z(i+1,j),z(i,j+1),z(i+1,j+1)]); | ||
end | ||
end | ||
pw = sum(sum(wbar.*h^2.*P)); | ||
dwdx = zeros(num); | ||
dwdy = zeros(num); | ||
for i = 1:num | ||
for j = 1:num | ||
dwdx(i,j) = mean([z(i+1,j)-z(i,j),z(i+1,j+1)-z(i,j+1)])./h; | ||
dwdy(i,j) = mean([z(i,j+1)-z(i,j),z(i+1,j+1)-z(i+1,j)])./h; | ||
end | ||
end | ||
se = E*t*h^2/(2*(1-v^2))*sum(sum(0.25.*dwdx.^4+.25.*dwdy.^4+0.5.*(dwdx.*dwdy).^2)); | ||
pw_se = pw-se; |
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function [root,fx,ea,iter]=bisect(func,xl,xu,es,maxit,varargin) | ||
% bisect: root location zeroes | ||
% [root,fx,ea,iter]=bisect(func,xl,xu,es,maxit,p1,p2,...): | ||
% uses bisection method to find the root of func | ||
% input: | ||
% func = name of function | ||
% xl, xu = lower and upper guesses | ||
% es = desired relative error (default = 0.0001%) | ||
% maxit = maximum allowable iterations (default = 50) | ||
% p1,p2,... = additional parameters used by func | ||
% output: | ||
% root = real root | ||
% fx = function value at root | ||
% ea = approximate relative error (%) | ||
% iter = number of iterations | ||
if nargin<3,error('at least 3 input arguments required'),end | ||
test = func(xl,varargin{:})*func(xu,varargin{:}); | ||
if test>0,error('no sign change'),end | ||
if nargin<4||isempty(es), es=0.0001;end | ||
if nargin<5||isempty(maxit), maxit=50;end | ||
iter = 0; xr = xl; ea = 100; | ||
while (1) | ||
xrold = xr; | ||
xr = (xl + xu)/2; | ||
iter = iter + 1; | ||
if xr ~= 0,ea = abs((xr - xrold)/xr) * 100;end | ||
test = func(xl,varargin{:})*func(xr,varargin{:}); | ||
if test < 0 | ||
xu = xr; | ||
elseif test > 0 | ||
xl = xr; | ||
else | ||
ea = 0; | ||
end | ||
if ea <= es || iter >= maxit,break,end | ||
end | ||
root = xr; fx = func(xr, varargin{:}); |
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function [w] = membrane_solution(T,P,n) | ||
% membrane_solution: dispalacement of node for membrane with nxn interior nodes | ||
% [w] = membrane_solution(T,P,n) | ||
% input: | ||
% T = Tension (microNewton/micrometer) | ||
% P = Pressure (MPa) | ||
% n = number of rows and columns of interior nodes | ||
% output: | ||
% w = vector of displacement of interior nodes | ||
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od = ones(n^2-1,1); | ||
od(n:n:end) = 0; | ||
k = -4*diag(ones(n^2,1))+diag(ones((n^2)-n,1),n)+diag(ones((n^2)-n,1),-n)+diag(od,1)+diag(od,-1); | ||
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y = -(10/(n+1))^2*(P/T)*ones(n^2,1); | ||
w = k\y; | ||
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% Solves for displacement (micrometers) | ||
% Output w is a vector | ||
% Solution represents a 2D data set w(x,y) | ||
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[x,y] = meshgrid(0:10/(n+1):10,0:10/(n+1):10); | ||
z = zeros(size(x)); | ||
z(2:end-1,2:end-1) = reshape(w,[n n]); | ||
surf(x,y,z) | ||
title('Membrane Displacement') | ||
zlabel('Displacement (micrometer)') | ||
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% Membrane displacement is shown on chart | ||
end |
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P=0.001; | ||
n = [20:5:40]; | ||
T = zeros(1,length(P)); | ||
wmax = zeros(1,length(P)); | ||
for i = 1:length(P) | ||
T(i) = tension_sol(P(i),n); | ||
w = membrane_solution(T(i),P(i),n); | ||
wmax(i) = max(w); | ||
end |
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P=0.001; | ||
n = 5:5:45; | ||
a = zeros(1,length(n)); | ||
for i = 1:length(n) | ||
T = tension_sol(P,n(i)); | ||
w = membrane_solution(T,P,n(i)); | ||
wmax = max(w); | ||
x = wmax'; | ||
y = P'; | ||
Z = x.^3; | ||
a(i) = Z\y; | ||
end | ||
Rel_error(a) |
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set (0, 'defaultaxesfontsize', 18) | ||
set (0, 'defaulttextfontsize', 18) | ||
set (0, 'defaultlinelinewidth', 4) |
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function [T,ea] = tension_sol(P,n) | ||
% tension_sol: outputs tension of a membrane given the pressure and number | ||
% of nodes | ||
% [T,ea] = tension_sol(P,n) | ||
% input: | ||
% P = Pressure (MPa) | ||
% n = number of rows and columns of interior nodes | ||
% output: | ||
% T = Tension (microNewton/micrometer) | ||
% ea = approximate relative error (%) | ||
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y =@(T) SE_diff(T,P,n); | ||
[T,fx,ea,iter]=bisect(y,.01,1); |