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Comment: Migrated to Confluence 4.0

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Why

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do

...

I

...

get

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negative

...

stiffness

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during

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P-Delta

...

analysis?

...

Extended

...

Question:

...

When

...

I

...

get

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negative

...

stiffness,

...

and

...

P-Delta

...

analysis

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does

...

not

...

converge,

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does

...

this

...

indicate

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instability

...

and

...

buckling?

...

Answer:

...

Convergence

...

problems

...

may

...

correlate

...

with

...

P-Delta

...

behavior.

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Inadequate

...

member

...

capacity

...

and

...

insufficient

...

structural

...

support

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may

...

lead

...

to

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instability

...

and

...

buckling

...

.

...

Excessivley

...

large

...

stiffness

...

values

...

may

...

also

...

disrupt

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convergence

...

by

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causing

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numerical

...

problems

...

which

...

adversely

...

affect

...

computation.

...

When

...

a

...

model

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fails

...

under

...

P-Delta,

...

increase

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the

...

size

...

and/or

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quantity

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of

...

columns

...

and

...

bracing

...

to

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improve

...

lateral

...

capacity,

...

and

...

thereby

...

avoid

...

buckling.

...

The

...

Analysis

...

Run

...

Log

...

will

...

indicate

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which

...

members

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have

...

experienced

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instability.

...

As

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an

...

alternative,

...

you

...

may

...

also

...

refine

...

the

...

factors

...

and/or

...

loads

...

applied

...

during

...

analysis.

...

It

...

may

...

be

...

best

...

to

...

troubleshoot

...

the

...

model

...

without

...

P-Delta

...

until

...

you

...

are

...

confident

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that

...

behavior

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is

...

appropriate.

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If

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problems

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persist

...

with

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geometric

...

nonlinearity,

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it

...

may

...

be

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helpful

...

to

...

run,

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after

...

the

...

P-Delta

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load

...

case

...

,

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a

...

modal

...

analysis

...

which

...

uses

...

Stiffness

...

At

...

The

...

End

...

Of

...

This

...

Stage.

...

Modal

...

analysis

...

may

...

then

...

reveal

...

the

...

source

...

and

...

location

...

of

...

instability.

Additional suggestions which may resolve negative-stiffness errors include:

  • Remove auto line constraints. Select all deck/shell objects in the model, then select Assign > Shell Elements > Auto Line Constraint and uncheck the Apply to Full Structure option. This will remove auto line constraints and possibly resolve instabilities.