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- W648018049 abstract "This paper presents the results of about 120 tests of crack spacing, crack widths, and deformation behaviour of reinforced concrete panels under monotonically increasing, cyclic, and long-term loads. The tests used were simple tension and bending tests, together with biaxial compression-tension tests. A table displays details of experimentally determined crack spacings for the design of buildings. There was satisfactory agreement of these results with the predictions of a mathematical model. Special consideration was given to the effects of the initial stress state, caused by shrinkage, on crack width development. Graphs are given to show the principal correlations between average strain over the cracks and external load, related to the steel cross-sectional area resulting from monotonically increasing and cyclic loading. Theoretical and experimental results are also obtained for the deformation behaviour of centrally and eccentrically reinforced concrete tension specimens. It was found with all tests that, after about 5,000 load cycles or after a 6-month permanent load, no appreciable deformation increases occurred. Various mathematical formulae are presented. For the covering abstract of the conference see IRRD 858334. The French title of this paper is:- Largeur de fissures et comportement en deformation de structures en beton arme. The German title of this paper is:- Rissbreiten und Verformungsverhalten von Stahlbetontragwerken." @default.
- W648018049 created "2016-06-24" @default.
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- W648018049 date "1989-01-01" @default.
- W648018049 modified "2023-09-27" @default.
- W648018049 title "CRACK WIDTHS AND DEFORMATION BEHAVIOUR OF REINFORCED CONCRETE STRUCTURES" @default.
- W648018049 hasPublicationYear "1989" @default.
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