Elements tested
- S4
- S4R
- S4R5
- S8R
- S8R5
- S9R5
- STRI3
- STRI65
- SAX1
- SAX2
- SAXA1n
- SAXA2n
- S4T
- S4RT
- S8RT
- SAX2T
- DS3
- DS4
- DS6
- DS8
- DSAX1
- DSAX2
- M3D3
- M3D4
- M3D4R
- M3D6
- M3D8
- M3D8R
- M3D9
- M3D9R
- MAX1
- MAX2
- MGAX1
- MGAX2
- MCL6
- MCL9
ProductsAbaqus/Standard Elements tested
Problem descriptionFor the three-dimensional shell and membrane elements (except the cylindrical membrane elements), the model consists of a tapered plate of length 100 and width 20. The plate is clamped at one end, and the thickness varies linearly across the plate from 3 at the clamped end to 1 at the free end. The first-order models consist of 10 elements along the length and two across the width; the second-order models consist of five elements along the length and one across the width. For the axisymmetric elements and the cylindrical membrane elements, the model consists of a tapered cylinder with a radius of 1 × 106 and a length of 100. The cylinder is clamped at one end, and the thickness varies linearly along the length of the cylinder from 3 at the clamped end to 1 at the free end. The radius is chosen to be very large to ensure that the effects of circumferential stresses are negligible. The cylinder is meshed with ten first-order elements or five second-order elements. Material:For stress analysis: linear elastic, Young's modulus = 1000, Poisson's ratio = 0; for heat transfer: conductivity = 1. Boundary conditions:Clamped at the end with thickness 3. Loading:
Reference solution
Results and discussionAll numerical solutions agree closely with the analytical solutions. The maximum error is about 1%. Local coordinate directions are used in input files es34dnsq.inp and em34sfsq.inp. Input files
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