Finite element analysis of reinforced concrete elements in a cracked state

DOI10.1016/0045-7949(90)90176-3zbMATH Open0729.73222OpenAlexW1999667608MaRDI QIDQ5896572

E. Cozena

Publication date: 1990

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(90)90176-3

zbMATH Keywords

iterative procedurestiffness matrixload vectoreffectivestatically indeterminate structuremean inertiamoment-curvature relationshipstension stiffening function

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Fracture and damage (74R99)

Related Items (5)

Prediction of deflection of reinforced concrete shear walls ⋮ Effect of loading types and reinforcement ratio on an effective moment of inertia and deflection of a reinforced concrete beam ⋮ Analysis of cracking in reinforced concrete using accelerated tests ⋮ Analysis of crack propagation in concrete structures with structural information entropy ⋮ Considerations on the identifiability of fracture and bond properties of reinforced concrete

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