示例#1
0
func main() {

	// catch errors
	var tst testing.T
	defer func() {
		if mpi.Rank() == 0 {
			if err := recover(); err != nil {
				io.PfRed("ERROR: %v\n", err)
			}
			if tst.Failed() {
				io.PfRed("test failed\n")
			}
		}
		mpi.Stop(false)
	}()
	mpi.Start(false)

	// start global variables and log
	if !fem.Start("data/p01.sim", true, true) {
		tst.Error("Start failed\n")
		return
	}

	// make sure to flush log
	defer fem.End()

	// run simulation
	if !fem.Run() {
		tst.Error("Run failed\n")
		return
	}
}
示例#2
0
文件: out.go 项目: PatrickSchm/gofem
// End must be called at the end to flush log file
func End() {
	if err := recover(); err != nil {
		io.PfRed("ERROR: %v\n", err)
	} else {
		fem.End()
	}
}
示例#3
0
func Test_out02(tst *testing.T) {

	// finalise analysis process and catch errors
	defer func() {
		if err := recover(); err != nil {
			tst.Fail()
			io.PfRed("ERROR: %v\n", err)
		} else {
			fem.End()
		}
	}()

	// test title
	//verbose()
	chk.PrintTitle("out02")

	// run FE simulation
	if !fem.Start("data/twoqua4.sim", true, chk.Verbose) {
		chk.Panic("cannot start FE simulation")
	}
	if !fem.Run() {
		chk.Panic("cannot run FE simulation")
	}

	// start analysis process
	Start("data/twoqua4.sim", 0, 0)

	// get second ip coordinates
	xip := Ipoints[1].X
	io.Pfcyan("xip = %v\n", xip)

	// define points
	Define("A", N{-1})
	Define("ips", Along{{xip[0], 0}, {xip[0], 1}})

	// load results
	LoadResults(nil)

	// solution
	var sol ana.CteStressPstrain
	sol.Init(fun.Prms{
		&fun.Prm{N: "qnH", V: -50},
		&fun.Prm{N: "qnV", V: -100},
	})

	// check displacements
	tolu := 1e-15
	x := GetCoords("A")
	ux := GetRes("ux", "A", 0)
	uy := GetRes("uy", "A", 0)
	io.Pforan("ux=%v uy=%v\n", ux, uy)
	for j, t := range Times {
		io.Pfyel("t=%g\n", t)
		sol.CheckDispl(tst, t, []float64{ux[j], uy[j]}, x, tolu)
	}
}
示例#4
0
func Test_plot01(tst *testing.T) {

	// test title
	//verbose()
	chk.PrintTitle("plot01")

	// constants
	datadir := "$GOPATH/src/github.com/cpmech/gofem/fem/data/"
	simfn := "p02.sim"

	// run FE simulation
	defer fem.End()
	if !fem.Start(datadir+simfn, true, chk.Verbose) {
		chk.Panic("cannot start FE simulation")
	}
	if !fem.Run() {
		chk.Panic("cannot run FE simulation")
	}

	// start post-processing
	Start(datadir+simfn, 0, 0)

	// define entities
	Define("A", N{1})
	Define("B", At{0, 1})
	//Define("left", Along{{0, 0}, {0, 10}})
	Define("left", AlongY{0}) // 0 => x_cte

	// load results
	LoadResults(nil)

	plA := GetRes("pl", "A", 0)

	Splot("liquid pressure")
	Plot("t", "pl", "B", plt.Fmt{C: "b", M: "."}, -1)
	Plot("t", plA, "A", plt.Fmt{C: "r", M: "."}, -1)

	Splot("")
	Plot("pl", "pl", "A", plt.Fmt{C: "k", M: "o"}, -1)

	Splot("")
	Plot("pl", "y", "left", plt.Fmt{C: "b", M: "o"}, 0)
	Plot("pl", "y", "left", plt.Fmt{C: "g", M: "o"}, -1)

	Splot("")
	io.Pforan("T = %v\n", Times)
	last := len(Times) - 1
	Plot("y", "pl", "left", plt.Fmt{C: "b", M: "o", L: io.Sf("t=%g", Times[0])}, 0)
	Plot("y", "pl", "left", plt.Fmt{C: "m", M: "*", Lw: 2, L: io.Sf("t=%g", Times[last])}, -1)

	//Draw("", "", true, nil)
	Draw("", "", false, nil)
}
示例#5
0
func main() {

	// catch errors
	var tst testing.T
	defer func() {
		if mpi.Rank() == 0 {
			if err := recover(); err != nil {
				io.PfRed("ERROR: %v\n", err)
			}
			if tst.Failed() {
				io.PfRed("test failed\n")
			}
		}
		mpi.Stop(false)
	}()
	mpi.Start(false)

	// start global variables and log
	if !fem.Start("data/spo751.sim", true, true) {
		tst.Error("Start failed\n")
		return
	}

	// make sure to flush log
	defer fem.End()

	// run simulation
	if !fem.Run() {
		tst.Error("Run failed\n")
		return
	}

	// check
	skipK := true
	tolK := 1e-17
	tolu := 1e-12
	tols := 1e-14
	fem.TestingCompareResultsU(&tst, "data/spo751.sim", "cmp/spo751.cmp", tolK, tolu, tols, skipK, true)
}
示例#6
0
文件: main.go 项目: PatrickSchm/gofem
func main() {

	// catch errors
	defer func() {
		if err := recover(); err != nil {
			if mpi.Rank() == 0 {
				chk.Verbose = true
				for i := 8; i > 3; i-- {
					chk.CallerInfo(i)
				}
				io.PfRed("ERROR: %v\n", err)
			}
		}
		mpi.Stop(false)
	}()
	mpi.Start(false)

	// message
	if mpi.Rank() == 0 {
		io.PfWhite("\nGofem v3 -- Go Finite Element Method\n\n")
		io.Pf("Copyright 2015 Dorival Pedroso and Raul Durand. All rights reserved.\n")
		io.Pf("Use of this source code is governed by a BSD-style\n")
		io.Pf("license that can be found in the LICENSE file.\n\n")
	}

	// simulation filenamepath
	flag.Parse()
	var fnamepath string
	if len(flag.Args()) > 0 {
		fnamepath = flag.Arg(0)
	} else {
		chk.Panic("Please, provide a filename. Ex.: cylinder.sim")
	}

	// check extension
	if io.FnExt(fnamepath) == "" {
		fnamepath += ".sim"
	}

	// other options
	erasefiles := true
	verbose := true
	if len(flag.Args()) > 1 {
		erasefiles = io.Atob(flag.Arg(1))
	}
	if len(flag.Args()) > 2 {
		verbose = io.Atob(flag.Arg(2))
	}

	// profiling?
	defer utl.DoProf(false)()

	// start global variables and log
	if !fem.Start(fnamepath, erasefiles, verbose) {
		chk.Panic("Start failed\n")
		return
	}

	// make sure to flush log
	defer fem.End()

	// run simulation
	if !fem.Run() {
		io.PfRed("ERROR: cannot run simulation\n")
	}
}
示例#7
0
func Test_out01(tst *testing.T) {

	// finalise analysis process and catch errors
	defer func() {
		if err := recover(); err != nil {
			tst.Fail()
			io.PfRed("ERROR: %v\n", err)
		} else {
			fem.End()
		}
	}()

	// test title
	//verbose()
	chk.PrintTitle("out01")

	// run FE simulation
	if !fem.Start("data/onequa4.sim", true, chk.Verbose) {
		chk.Panic("cannot start FE simulation")
	}
	if !fem.Run() {
		chk.Panic("cannot run FE simulation")
	}

	// start analysis process
	Start("data/onequa4.sim", 0, 0)

	// define points
	Define("A B C D", N{0, 1, 2, 3})
	Define("a b c d", P{{0, 0}, {0, 1}, {-1, 2}, {-1, 3}})
	Define("!right side", Along{{1, 0}, {1, 1}})
	io.Pfcyan("Entities = %v\n", Results)

	// check slices
	nnod := 4
	nele := 1
	nip := 4
	chk.IntAssert(len(Dom.Nodes), nnod)
	chk.IntAssert(len(Ipoints), nele*nip)
	chk.IntAssert(len(Cid2ips), 1)
	chk.IntAssert(len(Ipkey2ips), 4)
	chk.IntAssert(len(Ipkeys), 4)
	for key, ips := range Ipkey2ips {
		chk.Ints(tst, io.Sf("%s : ips", key), ips, utl.IntRange(4))
	}

	// load results
	LoadResults(nil)

	// check points
	nlabels := []string{"A", "B", "C", "D"}
	for _, l := range nlabels {
		if _, ok := Results[l]; !ok {
			chk.Panic("1: %q alias in Entities is not available", l)
		}
	}
	plabels := []string{"a", "b", "c", "d"}
	for _, l := range plabels {
		if _, ok := Results[l]; !ok {
			chk.Panic("2: %q alias in Entities is not available", l)
		}
	}
	if _, ok := Results["right side"]; !ok {
		chk.Panic("3: %q alias in Entities is not available", "right side")
	}

	// check u-keys
	ukeys := []string{"ux", "uy"}
	for _, l := range nlabels {
		for _, p := range Results[l] {
			//io.Pfyel("p = %v\n", p)
			if p == nil {
				chk.Panic("1: p is nil")
			}
			for _, key := range ukeys {
				if _, ok := p.Vals[key]; !ok {
					chk.Panic("%s is not available in point", key)
				}
			}
		}
	}

	// check s-keys
	skeys := fem.StressKeys()
	for _, l := range plabels {
		for _, p := range Results[l] {
			//io.Pfgreen("q = %v\n", p)
			if p == nil {
				chk.Panic("2: p is nil")
			}
			for _, key := range skeys {
				if _, ok := p.Vals[key]; !ok {
					chk.Panic("%s is not available in point", key)
				}
			}
		}
	}

	// check GetRes
	uxC := GetRes("ux", "C", 0)
	uxR := GetRes("ux", "right side", -1)
	io.Pforan("uxC = %v\n", uxC)
	io.Pforan("uxR = %v\n", uxR)
	chk.IntAssert(len(uxC), 2)
	idx := len(uxC) - 1
	chk.Vector(tst, "uxR", 1e-17, uxR, []float64{uxC[idx], uxC[idx]})

	// solution
	var sol ana.CteStressPstrain
	sol.Init(fun.Prms{
		&fun.Prm{N: "qnH", V: -50},
		&fun.Prm{N: "qnV", V: -100},
	})

	// check displacements
	tolu := 1e-15
	for _, l := range nlabels {
		x := GetCoords(l)
		ux := GetRes("ux", l, 0)
		uy := GetRes("uy", l, 0)
		io.Pforan("ux=%v uy=%v\n", ux, uy)
		for j, t := range Times {
			io.Pfyel("t=%g\n", t)
			sol.CheckDispl(tst, t, []float64{ux[j], uy[j]}, x, tolu)
		}
	}

	// check stresses
	tolσ := 1e-14
	for _, l := range plabels {
		x := GetCoords(l)
		sx := GetRes("sx", l, 0)
		sy := GetRes("sy", l, 0)
		sz := GetRes("sz", l, 0)
		sxy := GetRes("sxy", l, 0)
		for j, t := range Times {
			io.Pfyel("t=%g\n", t)
			sol.CheckStress(tst, t, []float64{sx[j], sy[j], sz[j], sxy[j]}, x, tolσ)
		}
	}
}
示例#8
0
func Test_topol01(tst *testing.T) {

	// test title
	//verbose()
	chk.PrintTitle("topol01")

	// constants
	datadir := "data/"
	simfn := "box.sim"

	// run FE simulation
	defer fem.End()
	if !fem.Start(datadir+simfn, true, chk.Verbose) {
		chk.Panic("cannot start FE simulation")
	}
	if !fem.Run() {
		chk.Panic("cannot run FE simulation")
	}

	// start post-processing
	Start(datadir+simfn, 0, 0)

	// vertices on plane (indenter/surface)
	ftag := -31
	surf := NodesOnPlane(ftag)
	vids := []int{48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 61, 62, 63}
	chk.IntAssert(surf.Plane, 2) // perpendicular to z
	chk.IntAssert(len(surf.Ids), 16)
	for _, vid := range vids {
		if !surf.Ids[vid] {
			chk.Panic("vid=%d is not in map", vid)
		}
	}
	chk.Scalar(tst, "Δx", 1e-15, surf.Dx[0], 4.0/3.0)
	chk.Scalar(tst, "Δy", 1e-15, surf.Dx[1], 4.0/3.0)
	chk.Scalar(tst, "Δz", 1e-15, surf.Dx[2], 0)
	chk.Ints(tst, "Iu", surf.Iu, []int{0, 1})
	chk.Scalar(tst, "Δu", 1e-15, surf.Du[0], 4.0/3.0)
	chk.Scalar(tst, "Δv", 1e-15, surf.Du[1], 4.0/3.0)
	chk.Vector(tst, "Umin", 1e-15, surf.Umin, []float64{0, 0})
	chk.Vector(tst, "Umax", 1e-15, surf.Umax, []float64{4, 4})
	chk.Ints(tst, "Nu", surf.Nu, []int{4, 4})

	// define entities
	lx, ly, lz := 4.0, 4.0, 4.0
	Define("A", At{lx, ly, lz})
	Define("surf", surf)

	// load results
	Extrap = []string{"sz"}
	LoadResults(nil)

	// displacements
	Splot("displacements")
	Plot("t", "uz", "A", plt.Fmt{C: "b", M: "o"}, -1)

	// stresses on surface
	V := IntegOnPlane("ex_sz", "surf")
	Splot("integral of stresses")
	Plot(Times, V, "surf", plt.Fmt{C: "r", M: "o"}, -1)
	Csplot.Xlbl = "time"
	Csplot.Ylbl = "integ(sz)"

	//Draw("", "", true, nil)
	Draw("", "", false, nil)
}