Problem description
Two beams are analyzed in the same run, the first (BEAM1) with a follower load and the second (BEAM2) with a constant-direction load (a nonfollower load).
Each beam is 400 mm long in the x-direction, with a 20-mm-square cross-section. There are 40 elements along the length. Thus, each beam has 40 S4R elements and 82 nodes. All nodes are constrained in degrees of freedom 3–5, and the ends of both beams are constrained in degrees of freedom 1–6.
The material for this problem is elastic, with a constant Young's modulus of 1000 MPa and a Poisson's ratio of 0. The density is 10000 kg/m3.
Both beams are loaded with a general edge traction of 12500 N/m in the negative y-direction at each end node. The load on the first beam is a follower force, while the load on the second beam does not change direction as the beam deforms.