3. Modeling A - DYNA_NON_LINE#

3.1. Tested sizes and results#

The quantities tested are the movements and accelerations of the point mass \(M\).

Time scheme

Field type

Moment

Values Reference

tolerance

NEWMARK

DEPL

0.5 s

1.0804500210685E-02

1.E -5%

Solved by moving or accelerating (with and without pursuit)

0.7 s

-4.0671779495390E-03

1.E -5%

1.0 s

-1.3026189840935E-02

1.E -5%

ACCE

0.5 s

-4.6479181362891E+00

1.E -5%

0.7 s

2.3748682319566E+00

1.E -5%

1.0 s

5.5793367773016E+00

1.E -5%

HHT

DEPL

0.5 s

9.0224842641940E-03

1.E -5%

MODI_EQUI =” NON “

0.7 s

-2.0242152707660E-03

1.E -5%

1.0 s

-9.074477606657E-03

1.E -5%

ACCE

0.5 s

-4.0147576088701E+00

1.E -5%

0.7 s

1.6489918279122E+00

1.E -5%

1.0 s

4.022313059734449E+00

1.E -5%

HHT

DEPL

0.5 s

1.0775515187707E-02

1.E -5%

MODI_EQUI =” OUI “

0.7 s

-4.1787420850760E-03

1.E -5%

With or without lawsuits

1.0 s

-1.3121050364360E-02

1.E -5%

ACCE

0.5 s

-4.6864764249454E+00

1.E -5%

0.7 s

2.7540329873126E+00

1.E -5%

1.0 s

5.9586276847714E+00

1.E -5%