3.1.10.11. E-SFI-MVLEM-3D Element

Developed and implemented by:
Kristijan Kolozvari (CSU Fullerton)
C. N. Lopez (University of Chile, Santiago)
L. M. Massone (University of Chile, Santiago)

3.1.10.11.1. Description

The E-SFI-MVLEM-3D model (Kolozvari et al, 2023) is a three-dimensional four-node element with 24 DOFs that incorporates axial-flexural-shear interaction and can be used for nonlinear analysis of non-rectangular reinforced concrete walls subjected to multidirectional loading. The E-SFI-MVLEM-3D model is derived by combining two previously available models, a two-dimensional E-SFI model, and a three-dimensional SFI-MVLEM-3D model. The major enhancement in the model formulation compared to its parent SFI-MVLEM-3D comes from implementing a closed-form solution for calculating horizontal axial strains at fibers of the wall element. This significantly reduced the number of element degrees of freedom, which resulted in analysis run-time that is reduced to approximately 25% and a convergence rate that is increased roughly two times.

For additional information please visit E-SFI-MVLEM-3D GitHub Page.

This element shall be used in Domain defined with -ndm 3 -ndf 6.

3.1.10.11.2. Input Parameters

Command

element E_SFI_MVLEM_3D eleTag iNode jNode kNode lNode m -thick {Thicknesses} -width {Widths} -mat {Material_tags} <-CoR c> <-ThickMod tMod> <-Poisson Nu> <-Density Dens>

Parameter

Type

Description

eleTag

integer

unique element object tag

iNode jNode kNode lNode

4 integer

tags of element nodes defined in counterclockwise direction|

m

integer

number of element fibers

{Thicknesses}

m float

array of m fiber thicknesses

{Widths}

m float

array of m macro-fiber widths

{Material_tags}

m float

array of m macro-fiber nDMaterial (FSAM) tags

c

float

location of center of rotation from the base (optional; default = 0.4 (recommended))

tMod

float

thickness multiplier (optional; default = 0.63 equivalent to 0.25Ig for out-of-plane bending)

Nu

float

Poisson ratio for out-of-plane bending (optional; default = 0.25)

Dens

float

Density (optional; default = 0.0)

3.1.10.11.3. Recorders

The following recorders are available with the E-SFI-MVLEM-3D element.

Recorder

Description

globalForce

Element global forces

Curvature

Element curvature

ShearDef

Element deformation

RCPanel $fibTag $Response

Returns RC panel (macro-fiber) $Response for a $fibTag-th panel (1 ≤ fibTag ≤ m). For available $Response-s refer to nDMaterial (FSAM)

3.1.10.11.4. OpenSeesPy Documentation

User input for OpenSeesPy is essentially the same as for SFI_MVLEM_3D, with the exception of the element name. OpenSeesPy user documetation for the SFI_MVLEM_3D element can be accessed from HERE.

3.1.10.11.5. References

Kristijan Kolozvari, Carlos N. López, Leonardo M. Massone (2023), “Efficient Three-dimensional Shear-flexure Interaction Model for Reinforced Concrete Walls”, Engineering Structures, Vol. 294, 116700. (link).