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Mechanics of Composite Materials
Erschienen in: Mechanics of Composite Materials 3/2018

10.07.2018

Calculation of Bending of Steel-Fiber-Reinforced Concrete Members by a Nonlinear Deformation Model with the Use of Iteration Procedures

verfasst von: E. K. Opbul, D. A. Dmitriev, A. A. Vedernikova

Erschienen in: Mechanics of Composite Materials | Ausgabe 3/2018

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Abstract

Formulas for calculating deformation and strain moduli using experimental tensile deformation diagrams of a steel-fiber-reinforced concrete are derived. The block diagram of a nonlinear iterative calculation, which previously have never been shown in the literature, is presented. Results of the calculation are tabulated. The opening of cracks and deflection of a bent element are also calculated, and the results are compared with those found based on limiting states.
Vorheriger Artikel Effect of Hole Machining Method on the Behavior of CFRP Laminates Under Low-Velocity Impacts
Nächster Artikel Investigation of Two- and Three-Body Wear Resistance on Flowable Bulk-Fill and Resin-Based Composites

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Metadaten
Titel
Calculation of Bending of Steel-Fiber-Reinforced Concrete Members by a Nonlinear Deformation Model with the Use of Iteration Procedures
verfasst von
E. K. Opbul
D. A. Dmitriev
A. A. Vedernikova
Publikationsdatum
10.07.2018
Verlag
Springer US
Erschienen in
Mechanics of Composite Materials / Ausgabe 3/2018
Print ISSN: 0191-5665
Elektronische ISSN: 1573-8922
DOI
https://doi.org/10.1007/s11029-018-9749-1

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