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- W589588897 abstract "The formation and development of cracking mechanisms in thin partially prestressed beams subjected to shear and bending is examined. Such loading is representative of practical conditions. Although cracking under pure bending conditions has been extensively researched during the past decade, little guidance is available on the behaviour of cracking in shear spans at serviceability conditions. Results are reported of an exploratory experimental study on cracking behaviour in which shear and loading up to the full serviceability level was repeatedly applied.in particular the DZ3101 flexural crack width prediction is compared with observed crack-widths in beams simultaneously resisting high shear levels. Two pretensioned partially prestressed beams, a double tee and a U section, were tested under single point loading, and their behaviour up to 30,000 cycles of load application is reported in detail. Observed crack widths are also compared with the European CEB-FIP model code predictions for shear and flexural cracking. The vulnerability of crack interfaces to damage arising from shear sliding across their surface so preventing their full closure on unloading, is examined. (TRRL)" @default.
- W589588897 created "2016-06-24" @default.
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- W589588897 date "1980-02-01" @default.
- W589588897 modified "2023-09-26" @default.
- W589588897 title "CRACKING IN PARTIALLY PRESTRESSED CONCRETE BEAMS SUBJECTED TO REPEATEDLY APPLIED BENDING AND SHEAR" @default.
- W589588897 hasPublicationYear "1980" @default.
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