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Extension ~12 min · ~14 min remaining

Plots and a first POST26 curve

Optional: static ramp, reproducible PNGs, m07_load_response.csv, and PLVAR.

Optional expansion — POST1 vs. POST26

This extension is not part of the M07 approval contract. It serves to distinguish two different questions:

/POST1
Represents a spatial field in a specific set: deformed shapes, contours, and point listings.
/POST26
Tracks a quantity across multiple sets: load–response curves or time histories.

The script 07_graphics_post26.mac solves the same case with a static ramp (KBC,0), NSUBST,10 and OUTRES,ALL,ALL. In this context TIME acts as a normalized load factor, not as physical time. M14 will revisit /POST26 with an actual time history.

Load–response curve with POST26

/POST26
NUMVAR,10
NSOL,2,corner_node,U,Y
XVAR,1
/AXLAB,X,Load factor (TIME)
/AXLAB,Y,UY at corner node (m)
/SHOW,PNG
PLVAR,2
/SHOW,CLOSE
PRVAR,1,2

NSOL defines the variable, PLVAR draws the curve, and PRVAR lists the points. To ensure that the graph is not the only evidence, the script also generates m07_load_response.csv walking through the sets in POST1:

substep,load_factor,uy_corner_m,uy_ratio_to_final

Prediction: at 50 % load, UY should be approximately half of the final value in a linear analysis. The expansion contract requires an error of intermediate linearity lower than 2 %.

Load response curve POST26 PLVAR displacement UY
Figure 7. Load–response curve (POST26, PLVAR,2). Intermediate linearity verified in m07_load_response.csv.

Extension challenge — Constant slope

Run 07_graphics_challenge.mac with final loads of −500 N and −1000 N. Check that the slope UY/F remains constant within the 2 %. The file m07_graphics_slope_audit.csv documents both cases.