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(1)

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How to use ‘WavePropagation1D.for’ : hyperbola type PDE

2 2 2 2 2

t

u

t

u

=

α

α

=

V

: wave propagation velocity

Explicit difference form 陽形式

(

) (

) ( )

( )

( )

Δ

Δ

⎢⎣

(

+

Δ

) (

+

Δ

) ( )

⎥⎦

=

⎥⎦

⎢⎣

+

Δ

+

Δ

u

x

x

t

u

x

x

t

u

x

t

x

t

t

x

u

t

t

x

u

t

t

x

u

,

2

,

,

2

,

2

,

,

2

2 2 2

α

(

x

t

t

)

u

,

+

Δ

= ?

WavePropagation1D.for

Input file: WavePropagation1D.idt Output files: WavePropagation1D.odt WavePropagation1D _000000000.thd WavePropagation1D _000001000.thd ………. WavePropagation1D_000000000.thd,

0

0.2

0.4

0.6

0.8

1

0

0.1

0.2

0.3

x

u

← xl →

0

20

40

60

80

100

0

0.1

0.2

0.3

node number

u

1 51 101

← ndivx → Δx=xl/ ndivx Number of nodes = ndivx + 1

コメント [A1]: 指定した接点 u, ∂u/∂t,

∂2u/t2 時刻暦

コメント [A2]: 各ステップ u, ∂u/∂t,

∂2u/t2 空間分布を出力

コメント [A3]: 下図 ファイルを使っ

(2)

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G

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WavePropagation1D.idt

/parameter/

1.0 xl : length of string

100.0 cwp : coefficient for wave propagation = velocity^2 100 ndivx : number of division in x-axial

0.0001 tinc : time increment for calculation 1000 nstep : number of calculation steps

1 iprint : skip number of output; the results will be output at step = (j-1)*iprint j=1, nstep

51 ipnode : node number at which time history is output in 'nfodt'

/data/ u0() : array for displacement at each node 0 u0(1) → node 1st

0 u0(2) → node 2nd 0 u0(3) → node 3rd ………..

0.2 u0(51) → node 3rd ………..

0 u0(ndivx) → node 100th 0 u0(ndivx+1) → node 101th

Note:

1.

To hold stability condition for numerical analysis by finite difference method with explicit scheme

r=

αΔ

t/(

Δ

x) <= 1.0 (cwp)

1/2

*(tinc)/(xl/ndivx) <= 1.0 CFL condition

コメント [A4]: ファイル名 固定

コメント [A5]: flag

コメント [A6]: !!!

コメント [A7]: flag

コメント [A8]: r is output in the file

(3)

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G

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E

E

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L

L

L

AAABBB...

‘thd’ files : u distribution at a step

WavePropagation1D_000000000.thd, WavePropagation1D_000000001.thd, WavePropagation1D_000000000.thd, …… .WavePropagation1D_000001000.thd

000000000 → 000000001 → 000000002 → ………… → 000001000. 1 (iprint) 1 (iprint) 1(iprint)

WavePropagation1D_000000000.thd

/ istep= 0 / time= 0.0000000E+00 Node, x, u, du, ddu

1 0.0000000E+00, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00 2 0.1000000E-01, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00 3 0.2000000E-01, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00

51 0.5000000E+00, 0.2000000E+00, 0.0000000E+00, -0.4923451E+04

101 0.1000000E+01, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00

WavePropagation1D__000000001.thd

/ istep= 1000 / time= 0.1000000E-03 Node, x, u, du, ddu

1 0.0000000E+00, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00 2 0.1000000E-01, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00 3 0.2000000E-01, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00

4 0.3000000E-01, 0.0000000E+00, 0.0000000E+00, 0.0000000E+00…………..

WavePropagation1D.odt : time history at node ipnode

/ nstep= 1000 / duration time= 0.1000000E+00 / r= 0.1000000E+00 / ipnode= 51/ xpnode= 0.5000000E+00 / nthd= 1001 time, u, du, ddu

0.0000000E+00, 0.2000000E+00, 0.0000000E+00, -0.4923451E+04 0.1000000E-03, 0.1999508E+00, -0.4924664E+00, -0.4923451E+04 0.2000000E-03, 0.1998523E+00, -0.9848115E+00, -0.4921026E+04 0.3000000E-03, 0.1997046E+00, -0.1476914E+01, -0.4917390E+04 0.4000000E-03, 0.1995077E+00, -0.1968653E+01, -0.4912542E+04

コメント [A9]: initial u distribution

コメント [A10]: nstep=1000

コメント [A11]: nstep

コメント [A12]: iprint 毎 出力

コメント [A13]: ファイル名 固定

コメント [A14]: Step no.

コメント [A15]: Duration time

コメント [A16]: Node no, x-coordinate, u,

∂u/∂t, ∂2u/t2

コメント [A17]: iprint毎 出力

コメント [A18]: duration time

=tinc*iprint=0.0001*1=0.0001

コメント [A19]: parameter for CFL

condition

コメント [A20]: Node no, x-coordinate, u,

(4)

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0

0.02

0.04

0.06

0.08

0.10

-0.2

-0.1

0

0.1

0.2

duration time (s)

d

is

p

la

c

e

m

e

n

t u

(

m

)

Time history at node ipnode (51th node)

REFERENCE:

1)伊里正夫・伊里由美訳: 偏微分方程式 科学者・技術者 ため 使い方 解き方

Stanley J. Farlow (1982): partial Differential Equations for Scientists and Engineering, John Wiley & Sons, Inc.

2)高見穎郎・河村哲也: 偏微分方程式 差分解法, 東京大学出版, 1994

参照

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