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Non-linear analysis of reinforced concrete structures
Elasto-plastic properties of linear elements are determined from stress-strain diagrams selected for concrete and steel; latter are corrected to take into account contribution of concrete enveloping tensile reinforcement; matrix analysis by stiffness method is used; successive load increments are considered and resulting displacements and internal forces are computed considering stiffness matrices, elements of which vary in function of existing forces.
Non-linear analysis of reinforced concrete structures
Elasto-plastic properties of linear elements are determined from stress-strain diagrams selected for concrete and steel; latter are corrected to take into account contribution of concrete enveloping tensile reinforcement; matrix analysis by stiffness method is used; successive load increments are considered and resulting displacements and internal forces are computed considering stiffness matrices, elements of which vary in function of existing forces.
Non-linear analysis of reinforced concrete structures
Int Assn Bridge Structural Eng -- Publ
Ferry Borges, J. (author) / Arantes e Oliveira, E.R. (author)
1963
20 pages
Report
English
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