Hey, Pink Floyd reunited so, as you know, even pigs can fly now.tom wrote:So, this also proves "everything is possible"
Having said that I can only imagine where Maxwell Render will be a year from now.

[Sniff!] Oh man, I am totally feeling the love!!! com'mer and give me a big hug!cpnichols wrote:Not that I should really post anything here... But what the hey... It's Friday!!!
I love the fact that Maxwell is around. I love that fact that ALL GI raytracers are around. I'm glad to see the days of renderman, shadow maps, and faking lighting starting to fade away. The future is here, and embrcse it. The fact that there are so many options is great. Each will have a market.
I'm a big Vray user. I have used it since the early beta days 3.5 years ago. The days that you guys are in right now. GI pushed me over the edge of lighting and made me who I am. Vray was my tool of choice, but I always respected Brazil, MR, and now Maxwell. finalRender did not fit so well with me... but you can't have them all.
As users we should all be happy that we have a nice set of tools and some great choices. I think it is great that the developers of Vray and those of Maxwell are having a healthy technical debate. I am sure that they respect eachother a great deal. I know that Splutterfish and Chaos respect eachother as well. I have seen them smile and greet eachother at Siggraph a number of times.
But us, the users, should love and respect eachother too. If Vray adapts some of the principles of Maxwell and vice versa, it only helps us on both sides.
DO YOU FEEL THE LOVE???
You know that you do.
Best,
Chris Nichols
PS: Love the maxwell gallery... still to grainy for me, but it looks great.
Maxwell has nothing to do with finite elements. If Maxwell used this technics we should name us Last Limit instead. The error sources are so different in each case. Anyway in finite elements you have unique values in the nodes, this is one of the strong points of FE in comparison with particles and other techs. You can have forces out of the nodes, but you always translate it to unique node values through shape functions.buffos wrote:
You are both right and wrong.
Take for example solving with finite element (simple 2d 4node elements) an elasticity problem. We know that we calculate stresses at gausspoint and if we extrapolate the result to the nodes, we will not get unique values at the nodes. (this is equivalent to the noise).
I've noticed that "export all" creates l[…]
hmmm can you elaborate a bit about the the use of […]