Citation
Implementation of Lade's constitutive model for soils in the nike3d finite element computer code

Material Information

Title:
Implementation of Lade's constitutive model for soils in the nike3d finite element computer code
Creator:
Cockson, Jerome Merton
Publication Date:
Language:
English
Physical Description:
212 leaves : ; 28 cm

Subjects

Subjects / Keywords:
Soils -- Analysis -- Mathematical models ( lcsh )
Soil mechanics -- Mathematical models ( lcsh )
Soil mechanics -- Mathematical models ( fast )
Soils -- Analysis -- Mathematical models ( fast )
Genre:
bibliography ( marcgt )
theses ( marcgt )
non-fiction ( marcgt )

Notes

Bibliography:
Includes bibliographical references (leaves 209-212).
Statement of Responsibility:
by Jerome Merton Cockson.

Record Information

Source Institution:
University of Colorado Denver
Holding Location:
Auraria Library
Rights Management:
All applicable rights reserved by the source institution and holding location.
Resource Identifier:
40463424 ( OCLC )
ocm40463424
Classification:
LD1190.E53 1998m .C63 ( lcc )

Downloads

This item is only available as the following downloads:


Full Text

PAGE 26

dg d

PAGE 32

0/2.

PAGE 36

lL

PAGE 38

AA

PAGE 40

l

PAGE 42

0040

PAGE 46

e"

PAGE 55

30 tI> ... 500

PAGE 56

v.

PAGE 61

W W

PAGE 71

B 0.0

PAGE 73

v h

PAGE 77

e,

PAGE 79

JO

PAGE 82

/'--r-I

PAGE 85

,p '"' .. S, in

PAGE 92

J::

PAGE 97

a (a a a a a

PAGE 98

F (dF). dF. = De:ff:De M2 P Pc

PAGE 99

A= 12G...2 +[{]o.f(2 ArpPcv(2pp Pc

PAGE 115

t

PAGE 116

e

PAGE 117

a; a; du a;,a; qc." qmil

PAGE 118

Ilu qc.\ qmjl t

PAGE 119

qc.\ qmit

PAGE 120

!1u qmit t eo eu eu p;s p;",

PAGE 121

3 qc,\' qmit

PAGE 132

v

PAGE 135

ui I v

PAGE 138

y :1

PAGE 142

v

PAGE 146

V I

PAGE 149

V

PAGE 160

V

PAGE 168

e t dg dCJ .. t,

PAGE 170

=U:

PAGE 171

+R.l"

PAGE 172

e

PAGE 178

a3 a3 a3' a3

PAGE 179

t e

PAGE 181

2.K

PAGE 183

+(ay az -a)

PAGE 185

1111

PAGE 187

J.l. J.l. -3\11 ]I/ P

PAGE 188

AA.27 AA.33

PAGE 191

q P Pe' p+ M2 .1 t 8.2 v aPe aPe P e F= p=+_crkk

PAGE 192

q aF =j= aF.(apJ+ ap aq aF ap =(2'p-pJ aq 3qlIs;: dF M2 H aF).j:.

PAGE 193

aPe aPe aPe Pc V'Pe)(2 VPPe(2p-pJ P P Pc ijk1 ij kl ik jl jk lijkl 8ik8 D(4):f->K.(2'p-pJ8ij+ f:I1(4)-> K(2. ppJ8k1 +cr;k) j:De:j=K 2p-pc 4q M

PAGE 194

K p pc Cjjkl M2 P-Pc A(4) B(4) C(4) D(4) De [De:f f:De] H f: De: f T

PAGE 195

{q} 36G2q2 P 6GKM2q(2pA= 12G,.2 +KM"(2 ArpPcv(2pP Pc De (K G)bb+2

PAGE 203

Dkkafk .{cr}T.{agk } pk

PAGE 205

3 -0"24)./. 3 -0"25)./. (pl1a )m). ./3 /. '0"5). 2'(0"2'0"5-0"4'0"6)/. '0"4)/. Ak .{dfk}T .[Ce].{dE} Lk

PAGE 206

Dk a!'pkk }T afk Wpk ce ijkJ kl ik jl it jk

PAGE 214

Notation:

PAGE 215

stress, function(stress) function(stress) function(stress) q function(sigma3) Wppk function(sigma3) a function( Wppk ,q) function(Wppk,q) We function(sigma3) Wp velY_small_non_zero_ value

PAGE 216

E function(sigma3) iunction(E) q function(a,p,sigma3) Wppk function(sigma3) a function(Wppk,q) function(Wppk,q) tc function(lp12) gc tc tp function(lp 13) gp function(lp 13) junction(ip sigma3 ) _c _c (stress) e age {cr,IpIJ ag 112,cr,!pI3 p' p aip ag p D22

PAGE 217

aJ, ag aJ, e [L]=iunction _c ,-P p c P ,[D],[C] Wp [cep] fiunction _c _c_ --p[ce] [L] aJ, ag aJ, fi (at aip ag p aic aip [ce] [L] /\'c unctwn Wp iunction(aic aip ag p at aip Ce],[L],BEJ BEc jUnction( Ac, junClion( stress_increment iunction([ Cep], stress stress stress_increment strain strain strain_ increment -BWp function(stress, p) BWc function(stress, =BW p p p Wc BWc Wc

PAGE 218

A=ab A:E scalar Pmit mit Pes qcs

PAGE 221

5.528Z!SS8'0

PAGE 222

a 6a 5).1 1 a 4a 6).1 1 (a2'0'3 (a a