3D Connexion Version 6.6

*INITIAL CONDITIONS

2. Initialspeciﬁc energy.

Repeat thisdata line as often as necessary to deﬁne initial speciﬁc energy in various elements or element

sets.

Data lines for TYPE=SPUD EMBEDMENT:

First line:

1. Elementset or elem entnum ber.

2. Spudcan em bedment, .

Repeat this data line as often as necessary to deﬁne initial embedment for variouselements or element

sets.

Data lines for TYPE=SPUD PRELOAD:

First line:

1. Elementset or elem entnum ber.

2. Spud can preload, .

Repeat this data line as often as necessary to deﬁne initial preload forvarious elements or element sets.

Data lines for TYPE=STRESS if the GEOSTATIC, REBAR, SECTION POINTS, and USER

parameters are omitted:

First line:

1. Elementnum beror elem ent set label.

2. Valueof ﬁrst (effective) stress component, axial force when used with the *BEAM GENERAL

SECTIONor *FRAME SECTION options, or direct membrane force per unit width in the local

1-direction when used with the *SHELL GENERAL SECTION option.

3. Value of second stress component.

4. Etc.,up to six stress com ponents.

Give the stress components as deﬁned for this element type in Part VI, “Elements,” of the

ABAQUS Analysis User’s Manual. Stress values given on data linesare applied uniformly and

equally over all integration points of the element. In any element for which an *ORIENTATION

option applies, the stresses must be given in the local syste m (“Orientations,” Section 2.2.5 of the

ABAQUS Analysis User’s Manual).

Repeat this data line as oftenas neces sary to deﬁne initialstresses in various elements or element sets.

Data lines for TYPE=STRESS, GEOSTATIC:

First line:

1. Elementnum beror elem ent set label.

2. Firstvalue of vertical component of (effective) stress.

9.18–14

ABAQUS Version 6.1 Module: ID:

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