Hi,
I took the 2016 codes from Julia iFEM 2: Optimizing Stiffness Matrix Assembly and made some cosmetic changes to run them with Julia 1.7.
Chris’ old timings were:
tic; assemblingstandard(node,elem); toc;
tic; assemblingsparse(node,elem); toc;
tic; assembling(node,elem); toc;
Elapsed time is 0.874919 seconds.
Elapsed time is 0.698763 seconds.
Elapsed time is 0.020453 seconds.
mine:
7.117206 seconds (1.17 M allocations: 880.707 MiB, 8.60% gc time, 18.66% compilation time)
0.872631 seconds (1.09 M allocations: 90.582 MiB, 23.57% compilation
time)
1.388404 seconds (271.57 k allocations: 41.201 MiB, 93.56% compilation time)
Where did the speed of assembling() go? Where is the error?
Thx
UPDATE, using BenchmarkTools:
4.168 s (1020002 allocations: 872.65 MiB)
982.999 ms (1020033 allocations: 86.91 MiB)
86.067 ms (259 allocations: 29.39 MiB)
using LinearAlgebra
using SparseArrays
# http://www.stochasticlifestyle.com/julia-ifem-1-mesh-generation-and-julias-type-system/
function squaremesh(square,h)
#square = [x0 x1 y0 y1], h is stepsize
x0 = square[1]; x1= square[2]
y0 = square[3]; y1= square[4]
x,y = meshgrid(x0:h:x1,y0:h:y1)
node = [x[:] y[:]];
ni = size(x,1); # number of rows
N = size(node,1);
t2nidxMap = 1:N-ni;
topNode = ni:ni:N-ni;
t2nidxMap = deleteat!(collect(t2nidxMap),collect(topNode))
k = t2nidxMap;
elem = [k.+ni k.+(ni+1) k ; k.+1 k k.+(ni+1)]
return node,elem
end
# http://www.stochasticlifestyle.com/julia-ifem2/
function localstiffness(p)
At = Array{Float64}(undef, 3,3)
B = [p[1,:]-p[3,:]; p[2,:]-p[3,:]];
B = reshape(B,2,2) # line added
G = [1 0 ; 0 1 ; -1 -1]';
area = 0.5*abs(det(B));
for i = 1:3
for j = 1:3
At[i,j] = area*dot(B\G[:,i], B\G[:,j]);
end
end
return(At,area)
end
function assemblingstandard(node,elem)
N=size(node,1); NT=size(elem,1);
A=zeros(N,N);
for t=1:NT
At,=localstiffness(node[vec(elem[t,:]),:]);
for i=1:3
@simd for j=1:3
@inbounds A[elem[t,i],elem[t,j]]=A[elem[t,i],elem[t,j]]+At[i,j];
end
end
end
return(A)
end
function assemblingsparse(node,elem)
N = size(node,1);
NT = size(elem,1);
i = Array{Int64}(undef, NT,3,3);
j = Array{Int64}(undef, NT,3,3);
s = zeros(NT,3,3);
index = 0;
for t = 1:NT
At, = localstiffness(node[vec(elem[t,:]),:]);
for ti = 1:3, tj = 1:3
i[t,ti,tj] = elem[t,ti];
j[t,ti,tj] = elem[t,tj];
s[t,ti,tj] = At[ti,tj];
end
end
return(sparse(vec(i), vec(j), vec(s)));
end
function assembling(node,elem)
N = size(node,1); NT = size(elem,1);
ii = Vector{Int64}(undef, 9*NT);
jj = Vector{Int64}(undef, 9*NT);
sA = Vector{Float64}(undef, 9*NT);
ve = Array{Float64}(undef, NT,2,3)
ve[:,:,3] = node[vec(elem[:,2]),:]-node[vec(elem[:,1]),:];
ve[:,:,1] = node[vec(elem[:,3]),:]-node[vec(elem[:,2]),:];
ve[:,:,2] = node[vec(elem[:,1]),:]-node[vec(elem[:,3]),:];
area = 0.5*abs.(-ve[:,1,3].*ve[:,2,2]+ve[:,2,3].*ve[:,1,2]);
index = 0;
for i = 1:3, j = 1:3
@inbounds begin
ii[index+1:index+NT] = elem[:,i]
jj[index+1:index+NT] = elem[:,j]
sA[index+1:index+NT] = sum(ve[:,:,i].* ve[:,:,j], dims=2) ./(4*area) # Replacing dot(ve[:,:,i],ve[:,:,j],2)
index = index + NT;
end
end
return(sparse(ii,jj,sA))
end
node,elem = squaremesh([0 1 0 1], 0.01)
@time assemblingstandard(node,elem);
@time assemblingsparse(node,elem);
@time assembling(node,elem);