Research Article

Improved Strategy of Two-Node Curved Beam Element Based on the Same Beam’s Nodes Information

Table 3

The maximum stress resultants and couples of the quarter arc beam.

SoftwareElement type
Value (MN)Error (%)Value (MN)Error (%)Value (MNm)Error (%)Value (MNm)Error (%)

MIDASS2−15.66−1.45−10.03−2.62−0.9107.34−1.19
ANSYSC3−15.880−10.280.19−0.9107.420
The paperC2−15.83−0.38−10.20−0.97−0.9107.390.51
3D solid analysis−15.890−10.300−0.9107.420