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type title complexity domain created updated address aliases tags status related sources
concept Abaqus Element Library advanced computational-mechanics 2026-05-29 2026-05-29 c-000056
ABAQUS element library
Abaqus elements
concept
finite-element-method
abaqus
element-formulation
current
Abaqus Theory Manual
Abaqus-Analysis-User-s-Guide-Volume-I
ABAQUS
Abaqus Spatial Model Definition
Abaqus Surface and Assembly Modeling
Isoparametric Finite Elements
Solid Element Stiffness Integration
Reduced Integration and Hourglass Control
Hybrid Incompressible Elements
Abaqus Theory Manual
Abaqus-Analysis-User-s-Guide-Volume-I

Abaqus Element Library

Definition

The Abaqus element library is the collection of finite element formulations used to model continua, structures, interfaces, fluids, constraints, and special analysis features in Abaqus.

How It Works

The manual presents isoparametric interpolation as the central continuum-element pattern: the same shape-function framework maps the element geometry and interpolates displacement or other field variables. Element virtual work is evaluated by numerical integration over integration points, where strains, stresses, state variables, and material tangent contributions are computed.

The library includes continuum solids, infinite elements, membranes, trusses, beams, shells, rebars, hydrostatic fluid elements, and special-purpose elements. It also supports multi-field elements where scalar variables such as temperature, pressure, electric potential, or concentration use their own interpolation alongside displacement.

The user guide adds the input-file side of the library: an element definition pairs an element number and connectivity with an element type, then uses element sets, sections, surfaces, and assembly instances to connect that formulation to materials, loads, constraints, and output.

Formulation Choices

  • Full integration improves rank and suppresses zero-energy modes but may lock in bending or incompressible limits.
  • Reduced integration can lower cost and improve some strain estimates but may introduce hourglass modes.
  • Selective reduced integration and hybrid elements address volumetric locking and incompressibility.
  • Second-order elements are often preferred for smooth elliptic problems, while first-order or enriched elements are common in localization, contact, and severe nonlinearity.

Connections

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