Incremental method for unloading phenomenon fixation at shakedown
Incremental method for shakedown analysis of the elastic perfectly plastic structures is based on the extremum energy principles and non-linear mathematical programming approach. Residual force increment calculation problem is developed applying minimum complementary deformation energy principle. T...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2003-09-01
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Series: | Journal of Civil Engineering and Management |
Subjects: | |
Online Access: | http://localhost/journals.vgtu.lt/index.php/JCEM/article/view/9050 |