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- W598827442 abstract "INVESTIGATIONS INTO THE ULTIMATE SHEAR BEHAVIOUR OF PRESTRESSED I-BEAMS ARE DESCRIBED. AS LONG AS THE AREA SUBJECTED TO SHEAR FORCE REMAINS AN I-SHAPE, THE WHOLE AREA CONTRIBUTES AND ONLY MINOR DEFORMATIONS OCCUR. IF THE APPLIED PRINCIPAL TENSILE STRESS EXCEEDS THE TENSILE STRENGTH OF THE CONCRETE, THE CONCRETE CRACKS AND A NEW LOAD CARRYING SYSTEM MUST FORM CONSISTING OF SHEAR LINKS OR INCLINED BENT-UP BARS ACTING WITH THE CONCRETE IN COMPRESSION. IN THIS LATTICE SYSTEM THERE ARE SUBSTANTIAL LOSSES IN STIFFNESS AND HENCE GREATER DEFORMATION THAN IN THE UNCRACKED CONDITION. THE INCLINATION OF THE COMPRESSIVE FORCES IN THE WEB IS INFLUENCED BY DIFFERENT FACTORS. IT IS GENERALLY FLATTER THAN 45 DEGREES. THE TENSILE FORCES ARE ALMOST WHOLLY ACCOMMODATED BY THE REINFORCEMENT, THE CONCRETE BETWEEN THE CRACK CONTRIBUTING ONLY MARGINALLY. THE ANGLE OF INCLINATION OF THE COMPRESSIVE FORCES IS MODIFIED BY COMPRESSIVE FORCE FROM THE PRESTRESS. A PRECISE ITERATIVE METHOD AND AN APPROXIMATE METHOD ARE GIVEN FOR CALCULATING THIS ANGLE AND THE RESULTS FROM EACH METHOD COMPARED." @default.
- W598827442 created "2016-06-24" @default.
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- W598827442 date "1976-07-01" @default.
- W598827442 modified "2023-09-23" @default.
- W598827442 title "THE DISTRIBUTION ANGLE OF COMPRESSIVE STRESSES IN REINFORCED AND PRESTRESSED CONCRETE BEAMS DUE TO TRANSVERSE FORCES, TAKING ACCOUNT OF A COMPRESSIVE OR PRESTRESSING FORCE" @default.
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