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Non-linear
SS-V: 5010 Z-Shaped Cantilever
Test No. VNL02 Find vertical dsiplacements of a Z-shaped cantilever beam under transverse loads of varying magnitude.

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  - SS-V: 5000 Coupled Analysis - Bimetallic Beam Under Thermal Load
    Test No. VNL01 Find temperature at the material interface and maximum deflection of the beam.
  - SS-V: 5010 Z-Shaped Cantilever
    Test No. VNL02 Find vertical dsiplacements of a Z-shaped cantilever beam under transverse loads of varying magnitude.
  - SS-V: 5020 Lateral Buckling of a Right Angle Frame
    Test No. VNL03 Perform analysis of buckling and post-buckling of a thin-walled frame-like structure in the shape of right angle.
  - SS-V: 5030 Reactions at the Ends of Axially Loaded Plastic Bar
    Test No. VNL04 Find reactions at the fixed ends and maximum displacement of a bar axially loaded beyond plasticity.
  - SS-V: 5040 Residual Deformations in an Axially Loaded Plastic Bar
    Test No. VNL05 Find residual deformations in a bar axially loaded beyond plasticity.
  - SS-V: 5060 Separate Beams
    Test No. VNL07 Find total or partial beam separation/slippage depending on the applied loads.
  - SS-V: 5070 Pinched Hemispherical Shell
    Test No. VNL08 Find displacements of a hemispherical shell loaded with inward and outward concentrated forces.
  - SS-V: 5080 Rigid Punch Plasticity
    Test No. VNL09 Find out reactions at the punch pressed on large block for perfectly plastic and isotropic hardening materials.
  - SS-V: 5090 Bushing Stiffness
    Test No. VNL10 Find the rotation of cylinder subjected to a moment of 10 N-m along its length.
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SS-V: 5010 Z-Shaped Cantilever

Test No. VNL02 Find vertical dsiplacements of a Z-shaped cantilever beam under transverse loads of varying magnitude.

Definition

A Z-shaped cantilever is under action of a transverse load of max 4000 N (Figure 1).

The load is conservative and its direction does not change while the cantilever deforms.

The material properties are:

Properties: Value
Modulus of Elasticity: 2.e+11 pa
Poisson's Ratio: 0.3

Results

The following table contains values of vertical displacement Uz for different loads in mm.


Load [N]	SOL Reference *	SimSolid	% Difference
300	113.0	113.3	0.24%
500	124.1	122.1	-1.58%
1000	131.0	133.3	1.78%
2500	139.5	143.4	2.82%
4000	144.0	144.8	0.53%

* SOL Reference is a thin shell model

¹ A.A. Becker, Background to Finite Element Analysis of Geometric Non-linearity Benchmarks, Published by NAFEMS, Ref:-R0065, pg. 61 Page 66