Abaqus Volume II: I–Z Uživatelský manuál stáhnout pdf (Strana 269)

100

101

PIPE-SOIL STIFFNESS

Subsequent lines (only needed if the DEPENDENCIES parameter has a value greater than three):

1. Fourth ﬁeld variable.

2. Etc., up to eight ﬁeld variables per line.

Repeat this set of data lines as often as necessary to deﬁne the parameters for the ASCE for mulae as a

function of temperature and other p redeﬁned ﬁeld variables.

Data lines to deﬁne constitutive behavior using the ASCE formula for sand in the horizontal

direction (TYPE=SAND, DIRECTION=HORIZONTAL):

First line:

1. Horizontal bearing capacity factor, .

2. Ultim ate relative displacement,

3. Temperature.

4. First ﬁeld variable.

5. Second ﬁeld variable.

6. Etc., up to ﬁve ﬁeld variables per line.

Subsequent lines (only needed if the DEPENDENCIES parameter has a value greater than ﬁve):

1. Sixth ﬁeld variable.

2. Etc., up to eight ﬁeld variables per line.

Repeat this set of data lines as often as necessary to deﬁne the parameters for the ASCE for mulae as a

function of temperature and other p redeﬁned ﬁeld variables.

Data lines to deﬁne constitutive behavior using the ASCE formula for clay in the horizontal

direction (TYPE=CLAY, DIRECTION=HORIZONTAL):

First line:

1. Horizontal bearing capacity factor, .

2. Ultim ate relative displacement,

3. Temperature.

4. First ﬁeld variable.

5. Second ﬁeld variable.

6. Etc., up to ﬁve ﬁeld variables per line.

Subsequent lines (only needed if the DEPENDENCIES parameter has a value greater than ﬁve):

1. Sixth ﬁeld variable.

2. Etc., up to eight ﬁeld variables per line.

Repeat this set of data lines as often as necessary to deﬁne parameters for the ASCE for mulae as a

function of temperature and other p redeﬁned ﬁeld variables.

16.10–5

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Abaqus Volume II: I–Z Uživatelský manuál Strana 269

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