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#' Create a FEM basis
#'
#' @param mesh A \code{mesh.2D}, \code{mesh.2.5D} or \code{mesh.3D} object representing the domain triangulation. See \link{create.mesh.2D}, \link{create.mesh.2.5D}, \link{create.mesh.3D}.
#' @param saveTree a flag to decide to save the tree mesh information in advance (default is FALSE)
#' @return A \code{FEMbasis} object. This contains the \code{mesh}, along with some additional quantities:
#' \describe{
#' \item{\code{order}}{Either "1" or "2" for the 2D and 2.5D case, and "1" for the 3D case.
#' Order of the Finite Element basis.}
#' \item{\code{nbasis}}{Scalar. The number of basis.}
#' }
#' @description Sets up a Finite Element basis. It requires a \code{mesh.2D}, \code{mesh.2.5D} or \code{mesh.3D} object,
#' as input.
#' The basis' functions are globally continuos functions, that are polynomials once restricted to a triangle in the mesh.
#' The current implementation includes linear finite elements (when \code{order = 1} in the input \code{mesh}) and
#' quadratic finite elements (when \code{order = 2} in the input \code{mesh}).
#' If saveTree flag is TRUE, it saves the tree mesh information in advance inside mesh object and can be used later on to save mesh construction time.
#' @usage create.FEM.basis(mesh, saveTree = FALSE)
#' @seealso \code{\link{create.mesh.2D}}, \code{\link{create.mesh.2.5D}},\code{\link{create.mesh.3D}}
#' @examples
#' library(fdaPDE)
#' ## Upload the quasicircle2D data
#' data(quasicircle2D)
#'
#' ## Create the 2D mesh
#' mesh = create.mesh.2D(nodes = rbind(quasicircle2D$boundary_nodes,
#' quasicircle2D$locations), segments = quasicircle2D$boundary_segments)
#' ## Plot it
#' plot(mesh)
#' ## Create the basis
#' FEMbasis = create.FEM.basis(mesh)
#' ## Upload the hub2.5D data
#' data(hub2.5D)
#'
#' hub2.5D.nodes = hub2.5D$hub2.5D.nodes
#' hub2.5D.triangles = hub2.5D$hub2.5D.triangles
#' ## Create the 2.5D mesh
#' mesh = create.mesh.2.5D(nodes = hub2.5D.nodes, triangles = hub2.5D.triangles)
#' ## Plot it
#' plot(mesh)
#' ## Create the basis
#' FEMbasis = create.FEM.basis(mesh)
#' @export
create.FEM.basis = function(mesh=NULL, saveTree = FALSE)
{
if (is.null(mesh))
stop("mesh required; is NULL.")
if(!is(mesh, "mesh.1.5D") & !is(mesh, "mesh.2D") & !is(mesh, "mesh.2.5D") & !is(mesh, "mesh.3D"))
stop("Unknown mesh class")
if (saveTree == TRUE) {
## Call C++ function
# Note: myDim and nDim are available outside the scope (different from C++)
if (is(mesh, "mesh.2D")){
myDim = 2
nDim = 2
}
if (is(mesh, "mesh.2.5D")){
myDim = 2
nDim = 3
}
if (is(mesh, "mesh.3D")){
myDim = 3
nDim = 3
}
if(is(mesh, "mesh.1.5D")){
myDim = 1
nDim = 2
}
orig_mesh = mesh
if(myDim == 1 && nDim == 2){
mesh$edges = mesh$edges - 1
storage.mode(mesh$edges) <- "integer"
}else if(nDim==2 || (myDim==2 && nDim==3)){
mesh$triangles = mesh$triangles - 1
mesh$edges = mesh$edges - 1
storage.mode(mesh$triangles) <- "integer"
storage.mode(mesh$edges) <- "integer"
}else if(nDim==3){
mesh$tetrahedrons = mesh$tetrahedrons - 1
mesh$faces = mesh$faces - 1
storage.mode(mesh$tetrahedrons) <- "integer"
storage.mode(mesh$faces) <- "integer"
}
storage.mode(mesh$nodes) <- "double"
if( myDim != 1){
mesh$neighbors[mesh$neighbors != -1] = mesh$neighbors[mesh$neighbors != -1] - 1
storage.mode(mesh$neighbors) <- "integer"
}
storage.mode(mesh$order) <- "integer"
storage.mode(myDim) <- "integer"
storage.mode(nDim) <- "integer"
bigsol <- .Call("tree_mesh_construction", mesh, mesh$order, myDim, nDim, PACKAGE = "fdaPDE")
tree_mesh = list(
treelev = bigsol[[1]][1],
header_orig= bigsol[[2]],
header_scale = bigsol[[3]],
node_id = bigsol[[4]][,1],
node_left_child = bigsol[[4]][,2],
node_right_child = bigsol[[4]][,3],
node_box= bigsol[[5]])
# Reconstruct FEMbasis with tree mesh
mesh.class= class(orig_mesh)
mesh = append(orig_mesh, tree_mesh)
class(mesh) = mesh.class
}
FEMbasis = list(mesh = mesh, order = as.integer(mesh$order), nbasis = nrow(mesh$nodes))
class(FEMbasis) = "FEMbasis"
return(FEMbasis)
}
#' Define a surface or spatial field by a Finite Element basis expansion
#'
#' @param coeff A vector or a matrix containing the coefficients for the Finite Element basis expansion. The number of rows
#' (or the vector's length) corresponds to the number of basis in \code{FEMbasis}.
#' The number of columns corresponds to the number of functions.
#' @param FEMbasis A \code{FEMbasis} object defining the Finite Element basis, created by \link{create.FEM.basis}.
#' @description This function defines a FEM object.
#' @usage FEM(coeff,FEMbasis)
#' @return An \code{FEM} object. This contains a list with components \code{coeff} and \code{FEMbasis}.
#' @examples
#' library(fdaPDE)
#' ## Upload the horseshoe2D data
#' data(horseshoe2D)
#'
#' ## Create the 2D mesh
#' mesh = create.mesh.2D(nodes = rbind(horseshoe2D$boundary_nodes, horseshoe2D$locations),
#' segments = horseshoe2D$boundary_segments)
#' ## Create the FEM basis
#' FEMbasis = create.FEM.basis(mesh)
#' ## Compute the coeff vector evaluating the desired function at the mesh nodes
#' ## In this case we consider the fs.test() function introduced by Wood et al. 2008
#' coeff = fs.test(mesh$nodes[,1], mesh$nodes[,2])
#' ## Create the FEM object
#' FEMfunction = FEM(coeff, FEMbasis)
#' ## Plot it
#' plot(FEMfunction)
#' @export
FEM<-function(coeff,FEMbasis)
{
if (is.null(coeff))
stop("coeff required; is NULL.")
if (is.null(FEMbasis))
stop("FEMbasis required; is NULL.")
if(!is(FEMbasis, "FEMbasis"))
stop("FEMbasis not of class 'FEMbasis'")
coeff = as.matrix(coeff)
if(nrow(coeff) != FEMbasis$nbasis)
stop("Number of row of 'coeff' different from number of basis")
fclass = NULL
fclass = list(coeff=coeff, FEMbasis=FEMbasis)
class(fclass)<-"FEM"
return(fclass)
}
#' Define a spatio-temporal field by a Finite Element basis expansion
#'
#' @param coeff A vector or a matrix containing the coefficients for the spatio-temporal basis expansion. The number of rows
#' (or the vector's length) corresponds to the number of basis in \code{FEMbasis} times the number of knots in \code{time_mesh}.
#' @param FEMbasis A \code{FEMbasis} object defining the Finite Element basis, created by \link{create.FEM.basis}.
#' @param time_mesh A vector containing the b-splines knots for separable smoothing and the nodes for finite differences for parabolic smoothing
#' @param FLAG_PARABOLIC Boolean. If \code{TRUE} the coefficients are from parabolic smoothing, if \code{FALSE} the separable one.
#' @description This function defines a FEM.time object.
#' @usage FEM.time(coeff,time_mesh,FEMbasis,FLAG_PARABOLIC=FALSE)
#' @return A \code{FEM.time} object. This contains a list with components \code{coeff}, \code{mesh_time}, \code{FEMbasis} and \code{FLAG_PARABOLIC}.
#' @examples
#' library(fdaPDE)
#' ## Upload the horseshoe2D data
#' data(horseshoe2D)
#'
#' ## Create the 2D mesh
#' mesh = create.mesh.2D(nodes = rbind(horseshoe2D$boundary_nodes, horseshoe2D$locations),
#' segments = horseshoe2D$boundary_segments)
#' ## Create the FEM basis
#' FEMbasis = create.FEM.basis(mesh)
#' ## Compute the coeff vector evaluating the desired function at the mesh nodes
#' ## In this case we consider the fs.test() function introduced by Wood et al. 2008
#' coeff = rep(fs.test(mesh$nodes[,1], mesh$nodes[,2]),5)
#' time_mesh = seq(0,1,length.out = 5)
#' ## Create the FEM object
#' FEMfunction = FEM.time(coeff, time_mesh, FEMbasis, FLAG_PARABOLIC = TRUE)
#' ## Plot it at desired time
#' plot(FEMfunction,0.7)
#' @export
FEM.time<-function(coeff,time_mesh,FEMbasis,FLAG_PARABOLIC=FALSE)
{
if(is.vector(coeff)){
coeff = array(coeff, dim = c(length(coeff),1,1))
}
M = ifelse(FLAG_PARABOLIC,length(time_mesh),length(time_mesh)+2)
if (is.null(coeff))
stop("coeff required; is NULL.")
if (is.null(time_mesh))
stop("time_mesh required; is NULL.")
if (is.null(FLAG_PARABOLIC))
stop("FLAG_PARABOLIC required; is NULL.")
if (is.null(FEMbasis))
stop("FEMbasis required; is NULL.")
if(!is(FEMbasis, "FEMbasis"))
stop("FEMbasis not of class 'FEMbasis'")
if(dim(coeff)[1] != (FEMbasis$nbasis*M))
stop("Number of row of 'coeff' different from number of basis")
fclass = NULL
fclass = list(coeff=coeff, mesh_time=time_mesh, FLAG_PARABOLIC=FLAG_PARABOLIC, FEMbasis=FEMbasis)
class(fclass)<-"FEM.time"
return(fclass)
}
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