Open AccessConstitutive Models and Arc-Length Control Method in Branch-Switching Analysis to Bifurcation Path for Diagonal Tension Failure of Reinforced Concrete Beam
Author(s) -
Toshiaki Hasegawa
Publication year - 2016
Publication title -
proceedings of the 10th international conference on fracture mechanics of concrete and concrete structures
Language(s) - English
Resource type - Conference proceedings
DOI - 10.21012/fc9.089
Subject(s) - diagonal , bifurcation , arc (geometry) , tension (geology) , path (computing) , beam (structure) , structural engineering , nonlinear system , control theory (sociology) , computer science , control (management) , mathematics , engineering , physics , geometry , classical mechanics , artificial intelligence , quantum mechanics , programming language , moment (physics)
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