Three-dimensional non-linear finite element analysis of reinforced concrete beams in torsion. Reinforced concrete members under torsion and bending are analysed up to failure. A non-linear concrete model for general states of stress including compressive strength degradation due to cracking is described.

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Publication date
2009-10-02T15:10:05ZAuthor
Shaarbaf, Ihsan Ali SaibSupervisor
May, I.M.Keyword
TorsionNon-linear
Finite element
Reinforced concrete
Three-dimensional,
Beams
Cracking
Shear
Plasticity
Bending
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The University of Bradford theses are licenced under a Creative Commons Licence.
Institution
University of BradfordDepartment
Department of Civil EngineeringAwarded
1990