Introduction

Introduction

Basic

Example

Developer
- element template
- material template
Solid
- wave propagation
Geotechnical
- triaxial compression of sand
Structural
- Statics
- Dynamics
- Hybrid
  - vibration of a displaced beam
- Buckling
  - buckling analysis of a cantilever beam
- Contact
  - contact between beam and block
  - contact in 3d space
- Optimization
  - evolutionary structural optimization
- Isogeometric Analysis
  - linear analysis of a single element
Miscellaneous
- batch execution for automation

Command Collection

Define
- amplitude
- bc
- domain
- element
- expression
- file
- generate
- group
- import
- initial
- load
- material
- modifier
- node
- recorder
- section
Configure
- analyze
- converger
- criterion
- integrator
- precheck
- step
Process
- benchmark
- clear
- command
- enable
- exit
- materialtest
- materialtestbyload
- sectiontest
- peek
- plot
- protect
- pwd
- reset
- save
- set
- upsampling
- sdof_response
- response_spectrum

Model Library

Amplitude

Amplitude
Special
- NZStrongMotion
Universal
- Combine
- Constant
- Decay
- Linear
- Modulated
- Tabular
- TabularSpline
- Trig

Constraint

Converger

Criterion

Element

Beam
- B21
- B21E
- B21H
- B31
- B31OS
- EB21
- EB31OS
- F21
- F21H
- F31
- NMB21
- NMB21E
- NMB31
- MVLEM
- Orientation
Cube
- C3D20
- C3D4
- C3D8
- C3D8I
- CIN3D8
- DC3D4
- DC3D8
Membrane
- Couple Stress
- Phase Field
  - DCP3
  - DCP4
- Axisymmetric
  - CAX3
  - CAX4
  - CAX8
- Plane
  - CP3
  - CP4
  - CP4I
  - CP5
  - CP6
  - CP7
  - CP8
- Mixed
  - PS
  - QE2
- Drilling
  - Allman
  - GCMQ
  - GQ12
- Infinite
  - CINP4
- Geotechnical
  - PCPE4DC
  - PCPE4UC
  - PCPE8DC
  - PCPE8UC
- Membrane
Modifier
Patch
Plate
- DKT3
- DKT4
- Mindlin
Shell
- DKTS3
- DKTS4
- S4
- SGCMS
- ShellBase
Special
- Contact2D
- Contact3D
- Damper01
- Damper02
- Embedded2D
- Embedded3D
- Joint
- Mass
- SingleSection
- Spring01
- Spring02
- Tie
- TranslationConnector
Truss
- T2D2
- T2D2S
- T3D2
- T3D2S

Group

Integrator

Implicit
- Linear
- BatheTwoStep
- GeneralizedAlpha
- OALTS
- GSSSS
- Newmark
Explicit

Material

Guide
- Metal
- Customisation
Material1D
- Concrete
- Degradation
- Elastic
- Hysteresis
  - AFC
  - AFCN
  - BilinearOO
  - BilinearPO
  - BoucWen
  - BWBN
  - Flag
  - MPF
  - MultilinearOO
  - MultilinearPO
  - RambergOsgood
  - SimpleHysteresis
  - SlipLock
  - SteelBRB
  - Trivial
  - Gap01
- Viscosity
- vonMises
Material2D
Material3D
- CamClay
- Concrete
  - CDP
  - CDPM2
  - Rebar3D
  - TableCDP
  - CustomCDP
- Damage
  - IsotropicDamage
  - LinearDamage
- DruckerPrager
- Elastic
- Hoffman
- Sand
  - SimpleSand
  - DafalisaManzari
- vonMises
MaterialOS
- ElasticOS
Wrapper
- Axisymmetric
- Laminated
- Parallel
- PlaneStrain
- PlaneSymmetric
- PlaneStress
- Rotation2D
- Rotation3D
- Sequential
- Stacked
- Uniaxial
- OS146
- OS146S
- Substepping

Recorder

Section

Code
- EU
- NZ
- US
Section1D
Section2D
- Bar2D
- Box2D
- Circle2D
- CircularHollow2D
- Fibre2D
- HSection2D
- ISection2D
- Rectangle2D
- TSection2D
Section3D
- Bar3D
- Box3D
- Circle3D
- CircularHollow3D
- Fibre3D
- ISection3D
- Rectangle3D
- TSection3D
SectionOS
- Cell3DOS
- Fibre3DOS
SectionNM
- SectionNM
- NM2D1
- NM2D2
- NM2D3
- NM2D3K
- NM3D1
- NM3D2
- NM3D3
- NM3D3K

Solver

Step

Developer

Prerequisites
C Style Interface
- material
CPP Style Interface