Relaxation of the nodal distribution - Revision history

E6WikiAdmin at 19:21, 22 October 2022

2022-10-22T19:21:37Z

← Older revision		Revision as of 19:21, 22 October 2022
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			{{Box-round\|title= Related papers \|

			[https://e6.ijs.si/ParallelAndDistributedSystems/publications/31107623.pdf J. Slak, G. Kosec; Refined meshless local strong form solution of Cauchy-Navier equation on an irregular domain, Engineering analysis with boundary elements, vol. 100, 2019]

			[https://e6.ijs.si/ParallelAndDistributedSystems/publications/29512743.pdf G. Kosec; A local numerical solution of a fluid-flow problem on an irregular domain, Advances in engineering software, vol. 120, 2018 [DOI: 10.1016/j.advengsoft.2016.05.010]]
			}}

	To construct stable and reliable shape functions the support domains need to be non-degenerated <ref name="LeeLocal">Lee CK, Liu X, Fan SC. Local muliquadric approximation for solving boundary value problems. Comput Mech. 2003;30:395-409.</ref>, i.e. the distances between support nodes have to be balanced. Naturally, this condition is fulfilled in regular nodal distributions, but when working with complex geometries, the nodes have to be positioned accordingly. There are different algorithms designed to optimally fill the domain with different shapes <ref name="LohnerGeneral">Löhner R, Oñate E. A general advancing front technique for filling space with arbitrary objects. Int J Numer Meth Eng. 2004;61:1977-91.</ref><ref name="LiuNode">Liu Y, Nie Y, Zhang W, Wang L. Node placement method by bubble simulation and its application. CMES-Comp Model Eng. 2010;55:89.</ref>, see [[Positioning of computational nodes]] for our algorithms. Here, an intrinsic feature of the MLSM is used to take care of that problem. The goal is to minimize the overall support domain degeneration in order to attain stable numerical solution. In other words, a global optimization problem with the overall deformation of the local support domains acting as the cost function is tackled. We seek the global minimum by a local iterative approach. In each iteration, the computational nodes are translated according to the local derivative of the potential		To construct stable and reliable shape functions the support domains need to be non-degenerated <ref name="LeeLocal">Lee CK, Liu X, Fan SC. Local muliquadric approximation for solving boundary value problems. Comput Mech. 2003;30:395-409.</ref>, i.e. the distances between support nodes have to be balanced. Naturally, this condition is fulfilled in regular nodal distributions, but when working with complex geometries, the nodes have to be positioned accordingly. There are different algorithms designed to optimally fill the domain with different shapes <ref name="LohnerGeneral">Löhner R, Oñate E. A general advancing front technique for filling space with arbitrary objects. Int J Numer Meth Eng. 2004;61:1977-91.</ref><ref name="LiuNode">Liu Y, Nie Y, Zhang W, Wang L. Node placement method by bubble simulation and its application. CMES-Comp Model Eng. 2010;55:89.</ref>, see [[Positioning of computational nodes]] for our algorithms. Here, an intrinsic feature of the MLSM is used to take care of that problem. The goal is to minimize the overall support domain degeneration in order to attain stable numerical solution. In other words, a global optimization problem with the overall deformation of the local support domains acting as the cost function is tackled. We seek the global minimum by a local iterative approach. In each iteration, the computational nodes are translated according to the local derivative of the potential
	\begin{equation}		\begin{equation}

AndrejKP: Summing variable from n to i so the names don't clash.

2022-06-16T12:50:33Z

Summing variable from n to i so the names don't clash.

← Older revision		Revision as of 12:50, 16 June 2022
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	To construct stable and reliable shape functions the support domains need to be non-degenerated <ref name="LeeLocal">Lee CK, Liu X, Fan SC. Local muliquadric approximation for solving boundary value problems. Comput Mech. 2003;30:395-409.</ref>, i.e. the distances between support nodes have to be balanced. Naturally, this condition is fulfilled in regular nodal distributions, but when working with complex geometries, the nodes have to be positioned accordingly. There are different algorithms designed to optimally fill the domain with different shapes <ref name="LohnerGeneral">Löhner R, Oñate E. A general advancing front technique for filling space with arbitrary objects. Int J Numer Meth Eng. 2004;61:1977-91.</ref><ref name="LiuNode">Liu Y, Nie Y, Zhang W, Wang L. Node placement method by bubble simulation and its application. CMES-Comp Model Eng. 2010;55:89.</ref>, see [[Positioning of computational nodes]] for our algorithms. Here, an intrinsic feature of the MLSM is used to take care of that problem. The goal is to minimize the overall support domain degeneration in order to attain stable numerical solution. In other words, a global optimization problem with the overall deformation of the local support domains acting as the cost function is tackled. We seek the global minimum by a local iterative approach. In each iteration, the computational nodes are translated according to the local derivative of the potential		To construct stable and reliable shape functions the support domains need to be non-degenerated <ref name="LeeLocal">Lee CK, Liu X, Fan SC. Local muliquadric approximation for solving boundary value problems. Comput Mech. 2003;30:395-409.</ref>, i.e. the distances between support nodes have to be balanced. Naturally, this condition is fulfilled in regular nodal distributions, but when working with complex geometries, the nodes have to be positioned accordingly. There are different algorithms designed to optimally fill the domain with different shapes <ref name="LohnerGeneral">Löhner R, Oñate E. A general advancing front technique for filling space with arbitrary objects. Int J Numer Meth Eng. 2004;61:1977-91.</ref><ref name="LiuNode">Liu Y, Nie Y, Zhang W, Wang L. Node placement method by bubble simulation and its application. CMES-Comp Model Eng. 2010;55:89.</ref>, see [[Positioning of computational nodes]] for our algorithms. Here, an intrinsic feature of the MLSM is used to take care of that problem. The goal is to minimize the overall support domain degeneration in order to attain stable numerical solution. In other words, a global optimization problem with the overall deformation of the local support domains acting as the cost function is tackled. We seek the global minimum by a local iterative approach. In each iteration, the computational nodes are translated according to the local derivative of the potential
	\begin{equation}		\begin{equation}
	\delta \b{p}\left( \b{p} \right)=-\sigma_{k}\sum\limits_{n=1}^{n}{\nabla }V\left( \b{p}-\b{p}_n \right)		\delta \b{p}\left( \b{p} \right)=-\sigma_{k}\sum\limits_{i=1}^{n}{\nabla }V\left( \b{p}-\b{p}_i \right)
	\end{equation}		\end{equation}
	where $V, n, \delta \b{p}, \b{p}_{n}$ and $\sigma_{k}$ stand for the potential, number of support nodes, offset of the node, position of n-th support node and relaxation parameter, respectively. After offsets in all nodes are computed, the nodes are repositioned as		where $V, n, \delta \b{p}, \b{p}_{i}$ and $\sigma_{k}$ stand for the potential, number of support nodes, offset of the node, position of i-th support node and relaxation parameter, respectively. After offsets in all nodes are computed, the nodes are repositioned as
	$\b{p}\leftarrow \b{p}+\delta \b{p}\left( \b{p} \right)$.		$\b{p}\leftarrow \b{p}+\delta \b{p}\left( \b{p} \right)$.
	Presented iterative process procedure begins with positioning of boundary nodes, which is considered as the definition of the domain, and then followed by the positioning of internal nodes.		Presented iterative process procedure begins with positioning of boundary nodes, which is considered as the definition of the domain, and then followed by the positioning of internal nodes.

Uduh at 19:04, 15 September 2020

2020-09-15T19:04:12Z

← Older revision		Revision as of 19:04, 15 September 2020
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	~~''TODO(Uduh): rewrite''~~

	To construct stable and reliable shape functions the support domains need to be non-degenerated <ref name="LeeLocal">Lee CK, Liu X, Fan SC. Local muliquadric approximation for solving boundary value problems. Comput Mech. 2003;30:395-409.</ref>, i.e. the distances between support nodes have to be balanced. Naturally, this condition is fulfilled in regular nodal distributions, but when working with complex geometries, the nodes have to be positioned accordingly. There are different algorithms designed to optimally fill the domain with different shapes <ref name="LohnerGeneral">Löhner R, Oñate E. A general advancing front technique for filling space with arbitrary objects. Int J Numer Meth Eng. 2004;61:1977-91.</ref><ref name="LiuNode">Liu Y, Nie Y, Zhang W, Wang L. Node placement method by bubble simulation and its application. CMES-Comp Model Eng. 2010;55:89.</ref>, see [[Positioning of computational nodes]] for our algorithms. Here, an intrinsic feature of the MLSM is used to take care of that problem. The goal is to minimize the overall support domain degeneration in order to attain stable numerical solution. In other words, a global optimization problem with the overall deformation of the local support domains acting as the cost function is tackled. We seek the global minimum by a local iterative approach. In each iteration, the computational nodes are translated according to the local derivative of the potential		To construct stable and reliable shape functions the support domains need to be non-degenerated <ref name="LeeLocal">Lee CK, Liu X, Fan SC. Local muliquadric approximation for solving boundary value problems. Comput Mech. 2003;30:395-409.</ref>, i.e. the distances between support nodes have to be balanced. Naturally, this condition is fulfilled in regular nodal distributions, but when working with complex geometries, the nodes have to be positioned accordingly. There are different algorithms designed to optimally fill the domain with different shapes <ref name="LohnerGeneral">Löhner R, Oñate E. A general advancing front technique for filling space with arbitrary objects. Int J Numer Meth Eng. 2004;61:1977-91.</ref><ref name="LiuNode">Liu Y, Nie Y, Zhang W, Wang L. Node placement method by bubble simulation and its application. CMES-Comp Model Eng. 2010;55:89.</ref>, see [[Positioning of computational nodes]] for our algorithms. Here, an intrinsic feature of the MLSM is used to take care of that problem. The goal is to minimize the overall support domain degeneration in order to attain stable numerical solution. In other words, a global optimization problem with the overall deformation of the local support domains acting as the cost function is tackled. We seek the global minimum by a local iterative approach. In each iteration, the computational nodes are translated according to the local derivative of the potential
	\begin{equation}		\begin{equation}

Uduh at 10:38, 15 September 2020

2020-09-15T10:38:01Z

← Older revision		Revision as of 10:38, 15 September 2020
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	<figure id="fig:relax_uniform">		<figure id="fig:relax_uniform">
	[[File:relax_uniform.png\|thumb\|center\|800px\|<caption> Relaxation of non-uniform node distribution to uniform node distribution. </caption>]]		[[File:relax_uniform.png\|thumb\|center\|800px\|<caption> Relaxation of a non-uniform node distribution to a uniform node distribution. </caption>]]
	</figure>		</figure>

	<figure id="fig:relax_non-uniform">		<figure id="fig:relax_non-uniform">
	[[File:relax_non-uniform.png\|thumb\|center\|800px\|<caption> Relaxation of ~~niform~~ node distribution to non-uniform node distribution. </caption>]]		[[File:relax_non-uniform.png\|thumb\|center\|800px\|<caption> Relaxation of a uniform node distribution to a non-uniform node distribution. </caption>]]
	</figure>		</figure>

	=References=		=References=
	<references/>		<references/>

Uduh: Update examples.

2020-09-15T10:37:24Z

Update examples.

← Older revision		Revision as of 10:37, 15 September 2020
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	''TODO(Uduh): rewrite''		''TODO(Uduh): rewrite''

	To construct stable and reliable shape functions the support domains need to be non-degenerated ~~[1]~~, i.e. the distances between support nodes have to be balanced. Naturally, this condition is fulfilled in regular nodal distributions, but when working with complex geometries, the nodes have to be positioned accordingly. There are different algorithms designed to optimally fill the domain with different shapes [~~2, 3~~]. Here an intrinsic feature of the MLSM is used to take care of that problem. The goal is to minimize the overall support domain degeneration in order to attain stable numerical solution. In other words, a global optimization problem with the overall deformation of the local support domains acting as the cost function is tackled. We seek the global minimum by a local iterative approach. In each iteration, the computational nodes are translated according to the local derivative of the potential		To construct stable and reliable shape functions the support domains need to be non-degenerated <ref name="LeeLocal">Lee CK, Liu X, Fan SC. Local muliquadric approximation for solving boundary value problems. Comput Mech. 2003;30:395-409.</ref>, i.e. the distances between support nodes have to be balanced. Naturally, this condition is fulfilled in regular nodal distributions, but when working with complex geometries, the nodes have to be positioned accordingly. There are different algorithms designed to optimally fill the domain with different shapes <ref name="LohnerGeneral">Löhner R, Oñate E. A general advancing front technique for filling space with arbitrary objects. Int J Numer Meth Eng. 2004;61:1977-91.</ref><ref name="LiuNode">Liu Y, Nie Y, Zhang W, Wang L. Node placement method by bubble simulation and its application. CMES-Comp Model Eng. 2010;55:89.</ref>, see [[Positioning of computational nodes]] for our algorithms. Here, an intrinsic feature of the MLSM is used to take care of that problem. The goal is to minimize the overall support domain degeneration in order to attain stable numerical solution. In other words, a global optimization problem with the overall deformation of the local support domains acting as the cost function is tackled. We seek the global minimum by a local iterative approach. In each iteration, the computational nodes are translated according to the local derivative of the potential
	\begin{equation}		\begin{equation}
	\delta \b{p}\left( \b{p} \right)=-\sigma_{k}\sum\limits_{n=1}^{n}{\nabla }V\left( \~~mathbf~~{p}-\b{p}_n \right)		\delta \b{p}\left( \b{p} \right)=-\sigma_{k}\sum\limits_{n=1}^{n}{\nabla }V\left( \b{p}-\b{p}_n \right)
	\end{equation}		\end{equation}
	where $V, n, \delta \b{p}, \b{p}_{n}$ and $\sigma_{k}$ stand for the potential, number of support nodes, offset of the node, position of n-th support node and relaxation parameter, respectively. After offsets in all nodes are computed, the nodes are repositioned as		where $V, n, \delta \b{p}, \b{p}_{n}$ and $\sigma_{k}$ stand for the potential, number of support nodes, offset of the node, position of n-th support node and relaxation parameter, respectively. After offsets in all nodes are computed, the nodes are repositioned as
Line 9:		Line 9:
	Presented iterative process procedure begins with positioning of boundary nodes, which is considered as the definition of the domain, and then followed by the positioning of internal nodes.		Presented iterative process procedure begins with positioning of boundary nodes, which is considered as the definition of the domain, and then followed by the positioning of internal nodes.

	The BasicRelax ~~Engine~~ supports two call types:		The <code>BasicRelax</code> engine supports two call types:
	* with supplied distribution function relax(func), where it tries to satisfy the user supplied nodal density function. This can be achieved only when there is the total number of domain nodes the same as integral of density function over the domain. If there is too much nodes a volatile relax might occur. If there is not enough nodes the relax might become lazy. The best use of this mode is in combination with ~~fillDistribution Engines~~.		* with supplied distribution function <code>relax(domain, func)</code>, where it tries to satisfy the user supplied nodal density function <code>func</code>. This can be achieved only when there is the total number of domain nodes the same as integral of density function over the domain. If there is too much nodes a volatile relax might occur. If there is not enough nodes the relax might become lazy. The best use of this mode is in combination with <code>GeneralFill</code> and/or <code>GeneralSurfaceFill</code>.
	* without distribution, where nodes always move towards less populated area. The relax magnitude is simply determined from Annealing factor and distance to the closest node. A simple and stable approach, however, note that this relax always converges towards uniformly distributed nodes.		* without distribution, where nodes always move towards less populated area. The relax magnitude is simply determined from Annealing factor and distance to the closest node. A simple and stable approach, however, note that this relax always converges towards uniformly distributed nodes.

	Example of filling and relaxing 2D domain can be found in below code snippet and ~~Figure~~. Note the difference between relax without supplied distribution (~~right~~) and with supplied distribution (~~left~~). ~~The quiver plot represents normal vectors in boundary nodes~~.		Example of filling and relaxing a 2D domain can be found in below code snippet and Figures. Note the difference between relax without supplied distribution (<xr id="fig:relax_uniform"/>) and with supplied distribution (<xr id="fig:relax_non-uniform"/>). These examples are extreme, relaxation is usually used to convert an almost desirable node distribution into a desirable node distribution.
	More examples can be found in main repository under tests.		More examples can be found in main repository under tests.
	<syntaxhighlight lang="c++" line>		<syntaxhighlight lang="c++" line>
	double r = 0.25;		// Define domain shape.
	~~CircleDomain~~<Vec2d> c({0.5, 0.5}, r);		double r = 0.25;
			BallShape<Vec2d> bs({0.5, 0.5}, r);

	~~BasicRelax relax;~~		// Fill domain disretization with h.
	~~relax.iterations(100)~~.~~InitialHeat(1).FinalHeat(0).projectionType(1).numNeighbours(3);~~		auto h = [](Vec2d p){
	~~relax.boundaryProjectionThreshold(0.55);~~		return (0.005 + (p[0] - 0.5) * (p[0] - 0.5) / 2 + (p[1] - 0.5) * (p[1] - 0.5) / 2);
	auto ~~fill_density~~ = [](Vec2d p) ~~-> double~~ {		};
	return (0.005 + (p[0] - 0.5) * (p[0] - 0.5) / 2 + (p[1] - 0.5) * (p[1] - 0.5) / 2);		DomainDiscretization<Vec2d> domain = bs.discretizeBoundaryWithDensity(h);
	};		GeneralFill<Vec2d> gf;
			gf(domain, h);

	c.~~fillUniformBoundaryWithStep~~(~~fill_density~~(~~Vec2d~~(~~{r,~~ 0.0})));		// Relax domain to uniform distribution.
	~~PoissonDiskSamplingFill fill_engine;~~		BasicRelax relax;
			relax.iterations(1000).initialHeat(1).finalHeat(0).boundaryProjectionThreshold(0.75)
	~~fill_engine~~(~~c, fill_density~~);		.projectionType(BasicRelax::PROJECT_IN_DIRECTION).numNeighbours(5);
	relax(c);		relax(domain);
	</syntaxhighlight>		</syntaxhighlight>

			<figure id="fig:relax_uniform">
			[[File:relax_uniform.png\|thumb\|center\|800px\|<caption> Relaxation of non-uniform node distribution to uniform node distribution. </caption>]]
			</figure>

	[[File:~~relax_with_dist~~.png\|~~600px]] [[File:relax_no_dist~~.~~png\|600px]~~]		<figure id="fig:relax_non-uniform">
			[[File:relax_non-uniform.png\|thumb\|center\|800px\|<caption> Relaxation of niform node distribution to non-uniform node distribution. </caption>]]
			</figure>
	[1] ~~Lee CK, Liu X, Fan SC. Local muliquadric approximation for solving boundary value problems. Comput Mech. 2003;30:395-409.~~

	~~[2] Löhner R, Oñate E. A general advancing front technique for filling space with arbitrary objects. Int J Numer Meth Eng. 2004;61:1977-91.~~

	~~[3] Liu Y, Nie Y, Zhang W, Wang L. Node placement method by bubble simulation and its application. CMES-Comp Model Eng. 2010;55:89.~~		=References=
			<references/>

Uduh: Created page with "''TODO(Uduh): rewrite'' To construct stable and reliable shape functions the support domains need to be non-degenerated [1], i.e. the distances between support nodes have to..."

2020-09-15T07:59:05Z

Created page with "''TODO(Uduh): rewrite'' To construct stable and reliable shape functions the support domains need to be non-degenerated [1], i.e. the distances between support nodes have to..."

New page

''TODO(Uduh): rewrite''

To construct stable and reliable shape functions the support domains need to be non-degenerated [1], i.e. the distances between support nodes have to be balanced. Naturally, this condition is fulfilled in regular nodal distributions, but when working with complex geometries, the nodes have to be positioned accordingly. There are different algorithms designed to optimally fill the domain with different shapes [2, 3]. Here an intrinsic feature of the MLSM is used to take care of that problem. The goal is to minimize the overall support domain degeneration in order to attain stable numerical solution. In other words, a global optimization problem with the overall deformation of the local support domains acting as the cost function is tackled. We seek the global minimum by a local iterative approach. In each iteration, the computational nodes are translated according to the local derivative of the potential
\begin{equation}
\delta \b{p}\left( \b{p} \right)=-\sigma_{k}\sum\limits_{n=1}^{n}{\nabla }V\left( \mathbf{p}-\b{p}_n \right)
\end{equation}
where $V, n, \delta \b{p}, \b{p}_{n}$ and $\sigma_{k}$ stand for the potential, number of support nodes, offset of the node, position of n-th support node and relaxation parameter, respectively. After offsets in all nodes are computed, the nodes are repositioned as
$\b{p}\leftarrow \b{p}+\delta \b{p}\left( \b{p} \right)$.
Presented iterative process procedure begins with positioning of boundary nodes, which is considered as the definition of the domain, and then followed by the positioning of internal nodes.

The BasicRelax Engine supports two call types:
* with supplied distribution function relax(func), where it tries to satisfy the user supplied nodal density function. This can be achieved only when there is the total number of domain nodes the same as integral of density function over the domain. If there is too much nodes a volatile relax might occur. If there is not enough nodes the relax might become lazy. The best use of this mode is in combination with fillDistribution Engines.
* without distribution, where nodes always move towards less populated area. The relax magnitude is simply determined from Annealing factor and distance to the closest node. A simple and stable approach, however, note that this relax always converges towards uniformly distributed nodes.

Example of filling and relaxing 2D domain can be found in below code snippet and Figure. Note the difference between relax without supplied distribution (right) and with supplied distribution (left). The quiver plot represents normal vectors in boundary nodes.
More examples can be found in main repository under tests.
<syntaxhighlight lang="c++" line>
double r = 0.25;
CircleDomain<Vec2d> c({0.5, 0.5}, r);

BasicRelax relax;
relax.iterations(100).InitialHeat(1).FinalHeat(0).projectionType(1).numNeighbours(3);
relax.boundaryProjectionThreshold(0.55);
auto fill_density = [](Vec2d p) -> double {
return (0.005 + (p[0] - 0.5) * (p[0] - 0.5) / 2 + (p[1] - 0.5) * (p[1] - 0.5) / 2);
};

c.fillUniformBoundaryWithStep(fill_density(Vec2d({r, 0.0})));
PoissonDiskSamplingFill fill_engine;

fill_engine(c, fill_density);
relax(c);
</syntaxhighlight>

[[File:relax_with_dist.png|600px]] [[File:relax_no_dist.png|600px]]

[1] Lee CK, Liu X, Fan SC. Local muliquadric approximation for solving boundary value problems. Comput Mech. 2003;30:395-409.

[2] Löhner R, Oñate E. A general advancing front technique for filling space with arbitrary objects. Int J Numer Meth Eng. 2004;61:1977-91.

[3] Liu Y, Nie Y, Zhang W, Wang L. Node placement method by bubble simulation and its application. CMES-Comp Model Eng. 2010;55:89.