Shear flexible beams and shells: I

This problem contains basic test cases for one or more Abaqus elements and features.

This page discusses:

ProductsAbaqus/StandardAbaqus/Explicit

Elements tested

  • B21
  • B21H
  • B22
  • B22H
  • B31
  • B31H
  • B31OS
  • B31OSH
  • B32
  • B32H
  • B32OS
  • B32OSH
  • PIPE21
  • PIPE21H
  • PIPE22
  • PIPE22H
  • PIPE31
  • PIPE31H
  • PIPE32
  • PIPE32H
  • S4
  • S4R
  • S4R5
  • S8R
  • S8R5
  • S9R5

Problem description



A three-dimensional problem is shown here, which can be particularized for two-dimensional beam elements.

Material:

Linear elastic, Young's modulus = 30 × 106, Poisson's ratio = 0.3.

Boundary conditions:

ϕx=ϕy=ϕz=0 at end A, ux=uy=uz=0 at end B.

Loading:

Fx=Fy=Fz= 25.0 at end A. Only Fx and Fz are applied for shell models.

Section properties

A= 0.25, I11=I22= 1 × 106, J= 0.0104167. The bending inertias have intentionally been chosen as very large values in order to test the shear-only modes.

For pipe elements a circular cross-section of outer radius 0.5 and wall thickness 0.05 is used. For this case a different analytical solution based upon Timoshenko theory is used for comparison.

Analogous problems are modeled in Abaqus/Explicit using linear beam and pipe elements. Unit density is prescribed for the material, and the solution is computed for unit time. Loads are applied smoothly for a quasi-static solution, similar to that from static analysis. The results using pipe elements are consistent to that using beam elements, both of which match the static analysis.

Reference solution

Displacements in beam elements

ux=PLEA,    uy=uz=PL33EI(1+3EIkGAL2) at node A.

Regular and open section elements

ux= 1.667 × 10−5, uy=uz= 4.333 × 10−5.

Pipe elements

ux= 2.792 × 10−5, uy=uz= 2.194 × 10−3.

Stress resultants in beam and pipe elements

SF1= −25.0, SM1= 25(5 − x), SM2= 25(5 − x),

Transverse shear: SF3= 25.0, SF2= −25.0.

Displacements in shell elements

ux= 1.667 × 10−5, uz= 4.333 × 10−5 at node A.

Results and discussion

All beam and shell elements yield exact solutions. Pipe element solutions are given in Table 1.

Table 1. Pipe element solutions.
 uxuy=uz
Analytical solution 2.792 × 10−5 2.194 × 10−3
Linear pipe elements 2.792 × 10−5 2.093 × 10−3
Quadratic pipe elements 2.792 × 10−5 2.106 × 10−3

Input files

eb22gxs5.inp

B21 elements.

eb2hgxs5.inp

B21H elements.

eb23gxs5.inp

B22 elements.

eb2igxs5.inp

B22H elements.

eb32gxs5.inp

B31 elements.

eb3hgxs5.inp

B31H elements.

ebo2gxs5.inp

B31OS elements.

ebohgxs5.inp

B31OSH elements.

eb33gxs5.inp

B32 elements.

eb3igxs5.inp

B32H elements.

ebo3gxs5.inp

B32OS elements.

eboigxs5.inp

B32OSH elements.

ep22pxs5.inp

PIPE21 elements.

ep2hpxs5.inp

PIPE21H elements.

ep23pxs5.inp

PIPE22 elements.

ep2ipxs5.inp

PIPE22H elements.

ep32pxs5.inp

PIPE31 elements.

ep3hpxs5.inp

PIPE31H elements.

ep33pxs5.inp

PIPE32 elements.

ep3ipxs5.inp

PIPE32H elements.

ese4sgs5.inp

S4 elements.

esf4sgs5.inp

S4R elements.

es54sgs5.inp

S4R5 elements.

es68sgs5.inp

S8R elements.

es58sgs5.inp

S8R5 elements.

es59sgs5.inp

S9R5 elements.

es56sgs5.inp

STRI65 elements.

force_shearflex_beam2d_xpl.inp

B21 elements in Abaqus/Explicit.

force_shearflex_beam3d_xpl.inp

B31 elements in Abaqus/Explicit.

force_shearflex_pipe2d_xpl.inp

PIPE21 elements in Abaqus/Explicit.

force_shearflex_pipe3d_xpl.inp

PIPE31 elements in Abaqus/Explicit.