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Table 2 Limit and shakedown load multipliers of cylindrical pipe subjected to internal pressure and bending

From: FEM-based shakedown analysis of hardening structures

Load combination

Elastic factor

Limit factor (perfectly plastic)

Shakedown factor (perfectly plastic)

Shakedown factor (bounded hardening)

Shakedown factor (unbounded hardening)

0.0p_1.0 M

0.7338

1.0012

0.7338

0.7338

0.7338

0.2p_1.0 M

0.7228

0.9870

0.7297

0.7310

0.7304

0.4p_1.0 M

0.7011

0.9478

0.7228

0.7236

0.7231

0.6p_1.0 M

0.6570

0.8914

0.7131

0.7132

0.7134

0.8p_1.0 M

0.6023

0.8267

0.7011

0.7013

0.7014

1.0p_1.0 M

0.5509

0.7608

0.6667

0.6855

0.6853

1.0p_0.8 M

0.6168

0.8540

0.7696

0.8128

0.8127

1.0p_0.6 M

0.6921

0.9556

0.8906

0.9894

0.9894

1.0p_0.4 M

0.7727

1.0546

1.0179

1.2318

1.2346

1.0p_0.2 M

0.8486

1.1306

1.1204

1.3874

1.5506

1.0p_0.0 M

0.9019

1.1589

1.1586

1.4482

1.8091