Barış İksa Analizi

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İKSASIZ DURUMU İÇİN, SIGMA/W Analysis Report generated using GeoStudio 2007, version 7.10. Copyrigt ! 1""1#200$ G%&#S'&(% International 'td. File Information Revision )u*+er " -ate 1/1/201 i*e 102 (M ile )a*e asg3sas3as3as.gs4 -ire5tory C6sers6p6-es8to p6 'ast Solved -ate 1/1/201 'ast Solved i*e 102$ (M Project Settings 'engt9': nits *eters i*e9t: nits Se5onds or5e9: nits 8) (ressure9p: nits 8(a Strengt nits 8(a Sti33ness nits 8(a nit Weigt o3 Water ".$07 8)/*; Air (ressure 101. 8(a <ie= 2- Analysis Settings

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SI MA!" Analysis>ind SIGMA/W

Met od 'oad/-e3or*ation

Settings

Initial Stress 9none:

Initial (W( 9none:

Control

Apply ?ody or5e in All Steps )o

se Constant Stress @es

Ad ust ill )o

Convergen5e

MaBi*u* )u*+er o3 Iterations 10

-ispla5e*ent )or* oleran5e 1

%Duation Solver (arallel -ire5t

i*e

Starting i*e 0 se5

-uration 1 se5

E o3 Steps 1

Save Steps %very 1

se Adaptive i*e Stepping )o

MaterialsK#mModel 'inear %lasti5

Stress Strain

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@oungFs Modulus 9%: 1e 00$ 8(a

nit Weig t 1$.H1 8)/*;

(oissonFs Ratio 0. "

K#m$Model 'inear %lasti5

Stress Strain

@oungFs Modulus 9%: 1e 00$ 8(a

nit Weig t 1$. 2 8)/*;

(oissonFs Ratio 0. "

%o#n&ary 'on&itionsFi(e& )

#-ispla5e*ent 0

@ 0

Fi(e& * 0

@ @#-ispla5e*ent 0

Zero Press#re

ype (ressure Jead 0

%ina *+ + an#)or* Stress

)or*al 0

angential 10

@ an#)or* Stress

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)or*al 0

angential 10

RegionsMaterial Points Area -m./

Region 1 >u*2 1,2, , 12Region 2 >u* , ,$,",H,7, 1 7

0inesStart Point 1n& Point Stress!Strain %o#n&ary 2y&ra#lic %o#n&ary

'ine 1 1 2 iBed 'ine 2 2'ine 'ine 1 iBed @'ine 'ine H H 7 iBed Kero (ressure'ine 7 7 iBed @'ine $ $ ?ina @L8L'ine " $ " ?ina @L8L'ine 10 " H

Points) -m/ * -m/

(oint 1 0 0(oint 2 0(oint 2(oint 2 0(oint 2 10.

(oint H " 10.(oint 7 " 0(oint $ 27. 10.(oint " H. 10.

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Control

Apply ?ody or5e in All Steps )o

se Constant Stress @es

Ad ust ill )o

Convergen5e

MaBi*u* )u*+er o3 Iterations 10

-ispla5e*ent )or* oleran5e 1

%Duation Solver (arallel -ire5t

i*e

Starting i*e 0 se5

-uration 1 se5

E o3 Steps 1

Save Steps %very 1

se Adaptive i*e Stepping )oMaterials>u*Model 'inear %lasti5

Stress Strain

@oungFs Modulus 9%: 1e 00$ 8(a

nit Weig t 1$.H1 8)/*;

(oissonFs Ratio 0. "

>u*2Model 'inear %lasti5

Stress Strain

@oungFs Modulus 9%: 1e 00$ 8(a

nit Weig t 1$. 2 8)/*;

(oissonFs Ratio 0. "

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N8saModel 'inear %lasti5

Stress Strain

@oungFs Modulus 9%: 700 8(a

nit Weig t 1H0 8)/*;

(oissonFs Ratio 0. "

?oundary ConditionsiBed

#-ispla5e*ent 0

@ 0

iBed @ 0

@ @#-ispla5e*ent 0

Kero (ressureype (ressure Jead 0

?ina @L8L an#)or* Stress

)or*al 0

angential 10

@ an#)or* Stress

)or*al 0

angential 10

Stru5tural ?ea*s )e= ?ea*%#Modulus 700 8(a

Area 10 *O

Inertia 10000 *P

Allo= ension @es

Allo= Co*pression @es

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RegionsMaterial Points Area -m./

Region 1 >u* 1, ,H,7, , ,2,10 1 7Region 2 N8sa ,$,11,",10,1 7.Region >u*2 11,12,1 ,2,10," 12'ines

Start Point 1n& Point 2y&ra#lic %o#n&ary Stress!Strain %o#n&ary %eam'ine 1 1'ine 2 Kero (ressure iBed 'ine 2 iBed @'ine H ?ina @L8L'ine H 7 ?ina @L8L'ine H 7'ine 7 1 10'ine $ 10 2'ine " $'ine 10 " 10'ine 11 $ 11 )e= ?ea*'ine 12 11 " )e= ?ea*'ine 1 11 12'ine 1 12 1'ine 1 1 2(oints

) -m/ * -m/

(oint 1 2(oint 2 2 0(oint 2 10.(oint " 10.(oint " 0(oint H 27. 10.(oint 7 H. 10.(oint $ 2 10.(oint " 2(oint 10 2

(oint 11 2(oint 12 0(oint 1 0 0

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